Report date: Apr 30, 2024
Conflict count: 350192
Publisher: Thomas Telford Ltd.
Title count: 23
Conflict count: 1818


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Created: 2015-11-23 10:05:50.0
ConfID: 126342
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: Lee, 52 ,5,325,2002,Numerical modelling of group effects on the distribution of dragloads in pile foundations
DOI: 10.1680/geot.52.5.325.38695(Journal) (126342-N )
DOI: 10.1680/geot.2002.52.5.325(Journal)
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Created: 2015-11-23 10:05:50.0
ConfID: 126345
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: McDowell, 52 ,5,349,2002,On the plastic hardening of sand
DOI: 10.1680/geot.52.5.349.38698(Journal) (126345-N )
DOI: 10.1680/geot.2002.52.5.349(Journal)
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Created: 2015-11-23 10:05:50.0
ConfID: 126346
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: Hird, 52 ,5,375,2002,Model study of seepage in smear zones around vertical drains in layered soil: further results
DOI: 10.1680/geot.52.5.375.38699(Journal) (126346-N )
DOI: 10.1680/geot.2002.52.5.375(Journal)
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Created: 2015-11-23 10:05:50.0
ConfID: 126347
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: Ismail, 52 ,5,313,2002,Cementation of porous materials using calcite
DOI: 10.1680/geot.52.5.313.38700(Journal) (126347-N )
DOI: 10.1680/geot.2002.52.5.313(Journal)
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Created: 2021-12-05 11:01:41.0
ConfID: 126348
CauseID: 1514480892
OtherID: 86875361, 1514480892
JT: Géotechnique
MD: Mántaras, 52 ,5,337,2002,Cylindrical cavity expansion in dilatant cohesive-frictional materials
DOI: 10.1680/geot.52.5.337.38710(Journal) (126348-N )
DOI: 10.1680/geot.2002.52.5.337(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 126349
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: Foti, 52 ,5,359,2002,Porosity of fluid-saturated porous media from measured seismic wave velocities
DOI: 10.1680/geot.52.5.359.38702(Journal) (126349-N )
DOI: 10.1680/geot.2002.52.5.359(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 126350
CauseID: 1387457466
OtherID: 86875361, 1387457466
JT: Géotechnique
MD: null, 52 ,5,385,2002,PhD Theses: 2001
DOI: 10.1680/geot.52.5.385.38703(Journal) (126350-N )
DOI: 10.1680/geot.2002.52.5.385(Journal)
==========================================================

Created: 2015-11-23 10:05:21.0
ConfID: 5069611
CauseID: 1387457333
JT: Géotechnique
MD: null, 41 ,1,172,1991,Corrigenda
DOI: 10.1680/geot.1991.41.1.172(Journal) (5069611-N )
DOI: 10.1680/geot.1991.41.1.192(Journal)
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Created: 2015-11-23 10:05:21.0
ConfID: 5069612
CauseID: 1387457337
JT: Géotechnique
MD: Sridharan, 38 ,3,467,1988,Discussion: Rectangular hyperbola method of consolidation analysis
DOI: 10.1680/geot.1988.38.3.467(Journal) (5069612-N )
DOI: 10.1680/geot.1988.38.3.475(Journal)
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Created: 2015-11-23 10:05:27.0
ConfID: 5069613
CauseID: 1387457369
JT: Géotechnique
MD: null, 42 ,1,158,1992,Corrigenda
DOI: 10.1680/geot.1992.42.1.158(Journal) (5069613-N )
DOI: 10.1680/geot.1992.42.1.158a(Journal)
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Created: 2015-11-23 10:05:44.0
ConfID: 5069614
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Simpson, 52 ,10,703,2002,Editorial
DOI: 10.1680/geot.52.10.703.38849(Journal) (5069614-N )
DOI: 10.1680/geot.2002.52.10.703(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069615
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Cassidy, 52 ,10,705,2002,Modelling the behaviour of circular footings under combined loading on loose carbonate sand
DOI: 10.1680/geot.52.10.705.38846(Journal) (5069615-N )
DOI: 10.1680/geot.2002.52.10.705(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069616
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Yang, 52 ,10,713,2002,One-dimensional self-weight consolidation of a lumpy clay fill
DOI: 10.1680/geot.52.10.713.38851(Journal) (5069616-N )
DOI: 10.1680/geot.2002.52.10.713(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069617
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Kuwano, 52 ,10,727,2002,On the applicability of cross-anisotropic elasticity to granular materials at very small strains
DOI: 10.1680/geot.52.10.727.38848(Journal) (5069617-N )
DOI: 10.1680/geot.2002.52.10.727(Journal)
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Created: 2015-11-23 10:05:44.0
ConfID: 5069618
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Chu, 52 ,10,751,2002,Effect of fines on instability behaviour of loose sand
DOI: 10.1680/geot.52.10.751.38850(Journal) (5069618-N )
DOI: 10.1680/geot.2002.52.10.751(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069619
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Ni, 54 ,9,561,2004,Contribution of fines to the compressive strength of mixed soils
DOI: 10.1680/geot.54.9.561.56936(Journal) (5069619-N )
DOI: 10.1680/geot.2004.54.9.561(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069620
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Baudet, 54 ,9,571,2004,On the behaviour of deep-ocean sediments
DOI: 10.1680/geot.54.9.571.56938(Journal) (5069620-N )
DOI: 10.1680/geot.2004.54.9.571(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069621
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Merckelbach, 54 ,9,581,2004,Determining effective stress and permeability equations for soft mud from simple laboratory experiments
DOI: 10.1680/geot.54.9.581.56940(Journal) (5069621-N )
DOI: 10.1680/geot.2004.54.9.581(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069622
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Yang, 52 ,10,757,2002,Non-uniqueness of flow liquefaction line for loose sand
DOI: 10.1680/geot.52.10.757.38845(Journal) (5069622-N )
DOI: 10.1680/geot.2002.52.10.757(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069623
CauseID: 1387457432
OtherID: 948847377
JT: Géotechnique
MD: Gurtug, 52 ,10,761,2002,Prediction of compaction characteristics of fine-grained soils
DOI: 10.1680/geot.52.10.761.38852(Journal) (5069623-N )
DOI: 10.1680/geot.2002.52.10.761(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069624
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: Wilmanski, 54 ,9,593,2004,On microstructural tests for poroelastic materials and corresponding Gassmann-type relations
DOI: 10.1680/geot.54.9.593.56939(Journal) (5069624-N )
DOI: 10.1680/geot.2004.54.9.593(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069625
CauseID: 1387457494
OtherID: 948843700
JT: Géotechnique
MD: McDougall, 54 ,9,605,2004,Decomposition and settlement in landfilled waste and other soil-like materials
DOI: 10.1680/geot.54.9.605.56937(Journal) (5069625-N )
DOI: 10.1680/geot.2004.54.9.605(Journal)
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Created: 2015-11-23 10:05:44.0
ConfID: 5069626
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Long, 51 ,4,293,2001,Field behaviour of very soft clays at the Athlone embankments
DOI: 10.1680/geot.51.4.293.39401(Journal) (5069626-N )
DOI: 10.1680/geot.2001.51.4.293(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069627
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Chu, 51 ,4,311,2001,Pre-failure strain softening and pre-failure instability of sand: a comparative study
DOI: 10.1680/geot.51.4.311.39402(Journal) (5069627-N )
DOI: 10.1680/geot.2001.51.4.311(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069628
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Cao, 51 ,4,323,2001,Undrained cavity expansion in modified Cam clay I: Theoretical analysis
DOI: 10.1680/geot.51.4.323.39395(Journal) (5069628-N )
DOI: 10.1680/geot.2001.51.4.323(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069629
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Fourie, 51 ,7,577,2001,Partially saturated tailings sand below the phreatic surface
DOI: 10.1680/geot.51.7.577.51389(Journal) (5069629-N )
DOI: 10.1680/geot.2001.51.7.577(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069630
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Wang, 51 ,7,587,2001,Factors affecting rainfall-induced flowslides in laboratory flume tests
DOI: 10.1680/geot.51.7.587.51386(Journal) (5069630-N )
DOI: 10.1680/geot.2001.51.7.587(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069631
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Chang, 51 ,4,335,2001,Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test
DOI: 10.1680/geot.51.4.335.39390(Journal) (5069631-N )
DOI: 10.1680/geot.2001.51.4.335(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069632
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Komiya, 51 ,10,835,2001,Soil consolidation associated with grouting during shield tunnelling in soft clayey ground
DOI: 10.1680/geot.51.10.835.41062(Journal) (5069632-N )
DOI: 10.1680/geot.2001.51.10.835(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069633
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Sassa, 51 ,10,847,2001,Analysis of progressive liquefaction as a moving-boundary problem
DOI: 10.1680/geot.51.10.847.41059(Journal) (5069633-N )
DOI: 10.1680/geot.2001.51.10.847(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069634
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Whittle, 51 ,7,601,2001,Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe
DOI: 10.1680/geot.51.7.601.51388(Journal) (5069634-N )
DOI: 10.1680/geot.2001.51.7.601(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069635
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Navarro, 51 ,10,859,2001,Secondary compression of clays as a local dehydration process
DOI: 10.1680/geot.51.10.859.41064(Journal) (5069635-N )
DOI: 10.1680/geot.2001.51.10.859(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069636
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Griffiths, 51 ,4,351,2001,Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited
DOI: 10.1680/geot.51.4.351.39396(Journal) (5069636-N )
DOI: 10.1680/geot.2001.51.4.351(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069637
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Zhu, 51 ,4,361,2001,Consolidation of soil with vertical and horizontal drainage under ramp load
DOI: 10.1680/geot.51.4.361.39391(Journal) (5069637-N )
DOI: 10.1680/geot.2001.51.4.361(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069638
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Puzrin, 51 ,4,369,2001,On the non-intersection dilemma in multiple surface plasticity
DOI: 10.1680/geot.51.4.369.39400(Journal) (5069638-N )
DOI: 10.1680/geot.2001.51.4.369(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069639
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Latham, 51 ,10,871,2001,A random method for simulating loose packs of angular particles using tetrahedra
DOI: 10.1680/geot.51.10.871.41060(Journal) (5069639-N )
DOI: 10.1680/geot.2001.51.10.871(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069640
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: Wesley, 51 ,4,373,2001,Shear strength parameters from back-analysis of single slips
DOI: 10.1680/geot.51.4.373.39399(Journal) (5069640-N )
DOI: 10.1680/geot.2001.51.4.373(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069641
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Sills, 51 ,7,629,2001,Consolidation of naturally gassy soft soil
DOI: 10.1680/geot.51.7.629.51387(Journal) (5069641-N )
DOI: 10.1680/geot.2001.51.7.629(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069642
CauseID: 1387457426
OtherID: 948851235
JT: Géotechnique
MD: null, 51 ,4,387,2001,Corrigendum
DOI: 10.1680/geot.51.4.387.39392(Journal) (5069642-N )
DOI: 10.1680/geot.2001.51.4.387(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069643
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Simpson, 51 ,1,1,2001,Editorial
DOI: 10.1680/geot.51.1.1.39354(Journal) (5069643-N )
DOI: 10.1680/geot.2001.51.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069644
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Ellis, 51 ,1,3,2001,Full-height piled bridge abutments constructed on soft clay
DOI: 10.1680/geot.51.1.3.39353(Journal) (5069644-N )
DOI: 10.1680/geot.2001.51.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069645
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Shahgholi, 51 ,10,881,2001,Horizontal slice method of analysis
DOI: 10.1680/geot.51.10.881.41058(Journal) (5069645-N )
DOI: 10.1680/geot.2001.51.10.881(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069646
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Ratnam, 51 ,7,641,2001,Revisiting Hvorslev''s intake factors using the finite element method
DOI: 10.1680/geot.51.7.641.51385(Journal) (5069646-N )
DOI: 10.1680/geot.2001.51.7.641(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069647
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Burton, 51 ,10,887,2001,Strength variation in young reef limestones
DOI: 10.1680/geot.51.10.887.41053(Journal) (5069647-N )
DOI: 10.1680/geot.2001.51.10.887(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069648
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Triantafyllidis, 51 ,10,891,2001,On the application of the Hiley formula in driving long piles
DOI: 10.1680/geot.51.10.891.41063(Journal) (5069648-N )
DOI: 10.1680/geot.2001.51.10.891(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069649
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: McDowell, 51 ,10,897,2001,Statistics of soil particle strength
DOI: 10.1680/geot.51.10.897.41061(Journal) (5069649-N )
DOI: 10.1680/geot.2001.51.10.897(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069650
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Molenkamp, 51 ,1,37,2001,Evaluation of axial shear test using plane strain simulations
DOI: 10.1680/geot.51.1.37.39360(Journal) (5069650-N )
DOI: 10.1680/geot.2001.51.1.37(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069651
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Hansbo, 51 ,1,51,2001,Consolidation equation valid for both Darcian and non-Darcian flow
DOI: 10.1680/geot.51.1.51.39357(Journal) (5069651-N )
DOI: 10.1680/geot.2001.51.1.51(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069652
CauseID: 1387457427
OtherID: 948850428
JT: Géotechnique
MD: Ranzini, 51 ,7,647,2001,Stabilisation of leaning structures: the Tower of Pisa case
DOI: 10.1680/geot.51.7.647.51384(Journal) (5069652-N )
DOI: 10.1680/geot.2001.51.7.647(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069654
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Zdravkovic, 51 ,1,55,2001,A parametric study of the pull-out capacity of bucket foundations in soft clay
DOI: 10.1680/geot.51.1.55.39356(Journal) (5069654-N )
DOI: 10.1680/geot.2001.51.1.55(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069655
CauseID: 1387457429
OtherID: 948849652
JT: Géotechnique
MD: Wesley, 51 ,10,901,2001,Consolidation behaviour of allophane clays
DOI: 10.1680/geot.51.10.901.41057(Journal) (5069655-N )
DOI: 10.1680/geot.2001.51.10.901(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069656
CauseID: 1387457431
OtherID: 948852240
JT: Géotechnique
MD: Zdravković, 51 ,1,69,2001,The effect on anisotropy of rotating the principal stress axes during consolidation
DOI: 10.1680/geot.51.1.69.39359(Journal) (5069656-N )
DOI: 10.1680/geot.2001.51.1.69(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069664
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Leroueil, 51 ,3,197,2001,Natural slopes and cuts: movement and failure mechanisms
DOI: 10.1680/geot.51.3.197.39365(Journal) (5069664-N )
DOI: 10.1680/geot.2001.51.3.197(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069671
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Clayton, 51 ,3,245,2001,Stiffness of geomaterials at very small strains
DOI: 10.1680/geot.51.3.245.39363(Journal) (5069671-N )
DOI: 10.1680/geot.2001.51.3.245(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069675
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Zhu, 51 ,5,407,2001,Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures
DOI: 10.1680/geot.51.5.407.39970(Journal) (5069675-N )
DOI: 10.1680/geot.2001.51.5.407(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069676
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Nikolaou, 51 ,5,425,2001,Kinematic pile bending during earthquakes: analysis and field measurements
DOI: 10.1680/geot.51.5.425.39973(Journal) (5069676-N )
DOI: 10.1680/geot.2001.51.5.425(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069677
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Poulos, 51 ,2,95,2001,Piled raft foundations: design and applications
DOI: 10.1680/geot.51.2.95.40292(Journal) (5069677-N )
DOI: 10.1680/geot.2001.51.2.95(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069678
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Klotz, 51 ,9,733,2001,An investigation of the effect of soil state on the capacity of driven piles in sands
DOI: 10.1680/geot.51.9.733.41036(Journal) (5069678-N )
DOI: 10.1680/geot.2001.51.9.733(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069679
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Nemat-Nasser, 51 ,9,753,2001,Radiographic and microscopic observation of shear bands in granular materials
DOI: 10.1680/geot.51.9.753.41039(Journal) (5069679-N )
DOI: 10.1680/geot.2001.51.9.753(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069680
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Stewart, 51 ,9,767,2001,The strength of unsaturated bentonite-enhanced sand
DOI: 10.1680/geot.51.9.767.41034(Journal) (5069680-N )
DOI: 10.1680/geot.2001.51.9.767(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069681
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Nash, 51 ,3,257,2001,Modelling consolidation accelerated by vertical drains in soils subject to creep
DOI: 10.1680/geot.51.3.257.39362(Journal) (5069681-N )
DOI: 10.1680/geot.2001.51.3.257(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069684
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Cerasi, 51 ,9,777,2001,Failure modes of drilling fluid filter cake
DOI: 10.1680/geot.51.9.777.41030(Journal) (5069684-N )
DOI: 10.1680/geot.2001.51.9.777(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069685
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Michalowski, 51 ,9,787,2001,Upper-bound load estimates on square and rectangular footings
DOI: 10.1680/geot.51.9.787.41038(Journal) (5069685-N )
DOI: 10.1680/geot.2001.51.9.787(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069686
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Juang, 51 ,9,799,2001,Three-dimensional site characterisation: neural network approach
DOI: 10.1680/geot.51.9.799.41033(Journal) (5069686-N )
DOI: 10.1680/geot.2001.51.9.799(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069687
CauseID: 1387457447
OtherID: 948850067
JT: Géotechnique
MD: Wu, 51 ,9,815,2001,Strength theory of homogeneous jointed rock mass
DOI: 10.1680/geot.51.9.815.41035(Journal) (5069687-N )
DOI: 10.1680/geot.2001.51.9.815(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069688
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Sassa, 51 ,2,115,2001,Analysis of wave-induced liquefaction of sand beds
DOI: 10.1680/geot.51.2.115.40288(Journal) (5069688-N )
DOI: 10.1680/geot.2001.51.2.115(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069689
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: Kumar, 51 ,3,275,2001,Seismic vertical uplift capacity of strip anchors
DOI: 10.1680/geot.51.3.275.39368(Journal) (5069689-N )
DOI: 10.1680/geot.2001.51.3.275(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069690
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Cafaro, 51 ,5,441,2001,Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering
DOI: 10.1680/geot.51.5.441.39967(Journal) (5069690-N )
DOI: 10.1680/geot.2001.51.5.441(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069691
CauseID: 1387457439
OtherID: 948851400
JT: Géotechnique
MD: null, 51 ,3,291,2001,Erratum
DOI: 10.1680/geot.51.3.291.39366(Journal) (5069691-N )
DOI: 10.1680/geot.2001.51.3.291(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069692
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Abbiss, 51 ,6,483,2001,Deformation of landfill from measurements of shear wave velocity and damping
DOI: 10.1680/geot.51.6.483.40461(Journal) (5069692-N )
DOI: 10.1680/geot.2001.51.6.483(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069693
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Dudoignon, 51 ,6,493,2001,Macro–micro measurement of particle arrangement in sheared kaolinitic matrices
DOI: 10.1680/geot.51.6.493.40458(Journal) (5069693-N )
DOI: 10.1680/geot.2001.51.6.493(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069694
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Holzlöhner, 51 ,8,655,2001,Strip loads on a non-linear heterogeneous half-space
DOI: 10.1680/geot.51.8.655.40472(Journal) (5069694-N )
DOI: 10.1680/geot.2001.51.8.655(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069695
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Berrill, 51 ,6,501,2001,Case study of lateral spreading forces on a piled foundation
DOI: 10.1680/geot.51.6.501.40462(Journal) (5069695-N )
DOI: 10.1680/geot.2001.51.6.501(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069696
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Georgiannou, 51 ,8,665,2001,A laboratory study of post-rupture strength
DOI: 10.1680/geot.51.8.665.40468(Journal) (5069696-N )
DOI: 10.1680/geot.2001.51.8.665(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069697
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Oldecop, 51 ,2,127,2001,A model for rockfill compressibility
DOI: 10.1680/geot.51.2.127.40283(Journal) (5069697-N )
DOI: 10.1680/geot.2001.51.2.127(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069698
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Mylonakis, 51 ,5,455,2001,Winkler modulus for axially loaded piles
DOI: 10.1680/geot.51.5.455.39972(Journal) (5069698-N )
DOI: 10.1680/geot.2001.51.5.455(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069699
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Merifield, 51 ,2,141,2001,Stability of plate anchors in undrained clay
DOI: 10.1680/geot.51.2.141.40290(Journal) (5069699-N )
DOI: 10.1680/geot.2001.51.2.141(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069700
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Harrison, 51 ,8,677,2001,Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results
DOI: 10.1680/geot.51.8.677.40476(Journal) (5069700-N )
DOI: 10.1680/geot.2001.51.8.677(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069701
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Cardoso, 51 ,6,519,2001,Characteristic values of ground parameters and probability of failure in design according to Eurocode 7
DOI: 10.1680/geot.51.6.519.40464(Journal) (5069701-N )
DOI: 10.1680/geot.2001.51.6.519(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069702
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Martin, 51 ,8,687,2001,Combined loading of spudcan foundations on clay: numerical modelling
DOI: 10.1680/geot.51.8.687.40470(Journal) (5069702-N )
DOI: 10.1680/geot.2001.51.8.687(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069703
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Byrne, 51 ,5,463,2001,Observations of footing behaviour on loose carbonate sands
DOI: 10.1680/geot.51.5.463.39971(Journal) (5069703-N )
DOI: 10.1680/geot.2001.51.5.463(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069704
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Pan, 51 ,2,155,2001,Constitutive model for the continuous damage of brittle rock
DOI: 10.1680/geot.51.2.155.40284(Journal) (5069704-N )
DOI: 10.1680/geot.2001.51.2.155(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069705
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Koumoto, 51 ,8,701,2001,Theory and practice of the fall cone test
DOI: 10.1680/geot.51.8.701.40475(Journal) (5069705-N )
DOI: 10.1680/geot.2001.51.8.701(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069706
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Teachavorasinskun, 51 ,5,467,2001,Shear modulus and damping ratio of a clay during undrained cyclic loading
DOI: 10.1680/geot.51.5.467.39968(Journal) (5069706-N )
DOI: 10.1680/geot.2001.51.5.467(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069707
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Lings, 51 ,8,713,2001,A novel bender/extender element for soil testing
DOI: 10.1680/geot.51.8.713.40469(Journal) (5069707-N )
DOI: 10.1680/geot.2001.51.8.713(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069708
CauseID: 1387457443
OtherID: 948850914
JT: Géotechnique
MD: Zhu, 51 ,5,471,2001,Drained creep behaviour of soft Hong Kong marine deposits
DOI: 10.1680/geot.51.5.471.39978(Journal) (5069708-N )
DOI: 10.1680/geot.2001.51.5.471(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069709
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Algin, 51 ,8,719,2001,Vertical stress formula for pressure over rectangular areas
DOI: 10.1680/geot.51.8.719.40467(Journal) (5069709-N )
DOI: 10.1680/geot.2001.51.8.719(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069710
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Boardman, 51 ,6,533,2001,Development of stabilisation and solidification in lime–clay mixes
DOI: 10.1680/geot.51.6.533.40460(Journal) (5069710-N )
DOI: 10.1680/geot.2001.51.6.533(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069711
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: Blewett, 51 ,8,723,2001,Monitoring sedimentation of a clay slurry
DOI: 10.1680/geot.51.8.723.40466(Journal) (5069711-N )
DOI: 10.1680/geot.2001.51.8.723(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069712
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: null, 51 ,8,731,2001,Corrigenda
DOI: 10.1680/geot.51.8.731.40473(Journal) (5069712-N )
DOI: 10.1680/geot.2001.51.8.731(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069713
CauseID: 1387457449
OtherID: 948850253
JT: Géotechnique
MD: null, 51 ,8,733,2001,Addendum
DOI: 10.1680/geot.51.8.733.40471(Journal) (5069713-N )
DOI: 10.1680/geot.2001.51.8.733(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069714
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Jefferies, 52 ,9,625,2002,Dilatancy in general Cambridge-type models
DOI: 10.1680/geot.52.9.625.38838(Journal) (5069714-N )
DOI: 10.1680/geot.2002.52.9.625(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069715
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Bowman, 51 ,6,545,2001,Particle shape characterisation using Fourier descriptor analysis
DOI: 10.1680/geot.51.6.545.40465(Journal) (5069715-N )
DOI: 10.1680/geot.2001.51.6.545(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069716
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Yang, 51 ,2,161,2001,Analytical study of saturation effects on seismic vertical amplification of a soil layer
DOI: 10.1680/geot.51.2.161.40295(Journal) (5069716-N )
DOI: 10.1680/geot.2001.51.2.161(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069717
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Lings, 51 ,6,555,2001,Drained and undrained anisotropic elastic stiffness parameters
DOI: 10.1680/geot.51.6.555.40463(Journal) (5069717-N )
DOI: 10.1680/geot.2001.51.6.555(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069718
CauseID: 1387457448
OtherID: 948850697
JT: Géotechnique
MD: Cresswell, 51 ,6,567,2001,Block sampling and test sample preparation of locked sands
DOI: 10.1680/geot.51.6.567.40459(Journal) (5069718-N )
DOI: 10.1680/geot.2001.51.6.567(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069719
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Mesri, 51 ,2,167,2001,Undrained shear strength of soft clays from push cone penetration test
DOI: 10.1680/geot.51.2.167.40291(Journal) (5069719-N )
DOI: 10.1680/geot.2001.51.2.167(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069720
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: Puzrin, 51 ,2,169,2001,Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach
DOI: 10.1680/geot.51.2.169.40289(Journal) (5069720-N )
DOI: 10.1680/geot.2001.51.2.169(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069721
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Bartholomeeusen, 52 ,9,639,2002,Sidere: numerical prediction of large-strain consolidation
DOI: 10.1680/geot.52.9.639.38842(Journal) (5069721-N )
DOI: 10.1680/geot.2002.52.9.639(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069722
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Simpson, 52 ,1,1,2002,Editorial
DOI: 10.1680/geot.52.1.1.40824(Journal) (5069722-N )
DOI: 10.1680/geot.2002.52.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069723
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Brown, 52 ,1,3,2002,Arminou Dam, Cyprus, and construction joints in diaphragm cut-off walls
DOI: 10.1680/geot.52.1.3.40823(Journal) (5069723-N )
DOI: 10.1680/geot.2002.52.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069724
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Dias, 52 ,1,15,2002,Sols renforcés par Boulonnage—Etude numérique et application au front de taille d''un tunnel profond
DOI: 10.1680/geot.52.1.15.40822(Journal) (5069724-N )
DOI: 10.1680/geot.2002.52.1.15(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069725
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Callisto, 52 ,9,649,2002,Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay
DOI: 10.1680/geot.52.9.649.38840(Journal) (5069725-N )
DOI: 10.1680/geot.2002.52.9.649(Journal)
==========================================================

Created: 2015-11-23 10:05:44.0
ConfID: 5069726
CauseID: 1387457445
OtherID: 948852241
JT: Géotechnique
MD: McDowell, 51 ,2,173,2001,Fractal compression of soil
DOI: 10.1680/geot.51.2.173.40287(Journal) (5069726-N )
DOI: 10.1680/geot.2001.51.2.173(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069727
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Rowe, 52 ,1,29,2002,Behaviour of reinforced embankments on soft rate-sensitive soils
DOI: 10.1680/geot.52.1.29.40829(Journal) (5069727-N )
DOI: 10.1680/geot.2002.52.1.29(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069728
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Callisto, 52 ,8,547,2002,Shear strength and small-strain stiffness of a natural clay under general stress conditions
DOI: 10.1680/geot.52.8.547.38830(Journal) (5069728-N )
DOI: 10.1680/geot.2002.52.8.547(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069729
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Hashiguchi, 52 ,8,561,2002,Evaluation of typical conventional and unconventional plasticity models for prediction of softening behaviour of soils
DOI: 10.1680/geot.52.8.561.38829(Journal) (5069729-N )
DOI: 10.1680/geot.2002.52.8.561(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069730
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Bouchelaghem, 52 ,9,667,2002,Two large-scale injection experiments, and assessment of the advection–dispersion–filtration model
DOI: 10.1680/geot.52.9.667.38843(Journal) (5069730-N )
DOI: 10.1680/geot.2002.52.9.667(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069731
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Gibo, 52 ,9,683,2002,Strength recovery from residual state in reactivated landslides
DOI: 10.1680/geot.52.9.683.38837(Journal) (5069731-N )
DOI: 10.1680/geot.2002.52.9.683(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069732
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Teachavorasinskun, 52 ,1,51,2002,Stress rate effect on the stiffness of a soft clay from cyclic, compression and extension triaxial tests
DOI: 10.1680/geot.52.1.51.40831(Journal) (5069732-N )
DOI: 10.1680/geot.2002.52.1.51(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069733
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Ratnam, 52 ,1,55,2002,Self-boring pressuremeter permeability measurements in Bothkennar clay
DOI: 10.1680/geot.52.1.55.40830(Journal) (5069733-N )
DOI: 10.1680/geot.2002.52.1.55(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069734
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Zornberg, 52 ,8,593,2002,Discrete framework for limit equilibrium analysis of fibre-reinforced soil
DOI: 10.1680/geot.52.8.593.38833(Journal) (5069734-N )
DOI: 10.1680/geot.2002.52.8.593(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069735
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Baú, 52 ,8,605,2002,Basin-scale compressibility of the northern Adriatic by the radioactive marker technique
DOI: 10.1680/geot.52.8.605.38832(Journal) (5069735-N )
DOI: 10.1680/geot.2002.52.8.605(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069736
CauseID: 1387457455
OtherID: 948847770
JT: Géotechnique
MD: Lancellotta, 52 ,8,617,2002,Analytical solution of passive earth pressure
DOI: 10.1680/geot.52.8.617.38831(Journal) (5069736-N )
DOI: 10.1680/geot.2002.52.8.617(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069737
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Cassidy, 52 ,9,687,2002,Vertical bearing capacity factors for conical footings on sand
DOI: 10.1680/geot.52.9.687.38836(Journal) (5069737-N )
DOI: 10.1680/geot.2002.52.9.687(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069738
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Shin, 52 ,6,391,2002,A numerical study of the effect of groundwater movement on long-term tunnel behaviour
DOI: 10.1680/geot.52.6.391.38740(Journal) (5069738-N )
DOI: 10.1680/geot.2002.52.6.391(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069739
CauseID: 1387457453
OtherID: 948847674
JT: Géotechnique
MD: Prakash, 52 ,9,693,2002,Determination of liquid limit from equilibrium sediment volume
DOI: 10.1680/geot.52.9.693.38844(Journal) (5069739-N )
DOI: 10.1680/geot.2002.52.9.693(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069740
CauseID: 1387457454
OtherID: 948849378
JT: Géotechnique
MD: Taiebat, 52 ,1,61,2002,Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
DOI: 10.1680/geot.52.1.61.40828(Journal) (5069740-N )
DOI: 10.1680/geot.2002.52.1.61(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069741
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Asef, 52 ,4,235,2002,The impact of confining stress on the rock mass deformation modulus
DOI: 10.1680/geot.52.4.235.41022(Journal) (5069741-N )
DOI: 10.1680/geot.2002.52.4.235(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069742
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Kumar, 52 ,2,79,2002,Seismic bearing capacity factors for spread foundations
DOI: 10.1680/geot.52.2.79.40929(Journal) (5069742-N )
DOI: 10.1680/geot.2002.52.2.79(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069743
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Powrie, 52 ,2,89,2002,Centrifuge model tests on embedded retaining walls supported by earth berms
DOI: 10.1680/geot.52.2.89.40924(Journal) (5069743-N )
DOI: 10.1680/geot.2002.52.2.89(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069744
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Houlsby, 53 ,3,299,2003,Editorial
DOI: 10.1680/geot.53.3.299.37281(Journal) (5069744-N )
DOI: 10.1680/geot.2003.53.3.299(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069745
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Zhu, 53 ,4,377,2003,Generalised framework of limit equilibrium methods for slope stability analysis
DOI: 10.1680/geot.53.4.377.37322(Journal) (5069745-N )
DOI: 10.1680/geot.2003.53.4.377(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069746
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Polidori, 53 ,4,397,2003,Proposal for a new plasticity chart
DOI: 10.1680/geot.53.4.397.37317(Journal) (5069746-N )
DOI: 10.1680/geot.2003.53.4.397(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069747
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Fang, 53 ,4,407,2003,A state-dependent multi-mechanism model for sands
DOI: 10.1680/geot.53.4.407.37320(Journal) (5069747-N )
DOI: 10.1680/geot.2003.53.4.407(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069748
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Yang, 53 ,4,421,2003,The middle surface concept and its application to the elasto-plastic behaviour of saturated sands
DOI: 10.1680/geot.53.4.421.37325(Journal) (5069748-N )
DOI: 10.1680/geot.2003.53.4.421(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069749
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: McDowell, 53 ,4,433,2003,A simple non-associated three surface kinematic hardening model
DOI: 10.1680/geot.53.4.433.37321(Journal) (5069749-N )
DOI: 10.1680/geot.2003.53.4.433(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069750
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Gardoni, 52 ,6,405,2002,Microstructure and pore characteristics of synthetic filters under confinement
DOI: 10.1680/geot.52.6.405.38743(Journal) (5069750-N )
DOI: 10.1680/geot.2002.52.6.405(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069751
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Clayton, 52 ,2,107,2002,The performance of pressure cells for sprayed concrete tunnel linings
DOI: 10.1680/geot.52.2.107.40928(Journal) (5069751-N )
DOI: 10.1680/geot.2002.52.2.107(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069752
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Cooper, 52 ,4,243,2002,Movements in the Piccadilly Line tunnels due to the Heathrow Express construction
DOI: 10.1680/geot.52.4.243.41019(Journal) (5069752-N )
DOI: 10.1680/geot.2002.52.4.243(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069753
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Zhang, 52 ,6,419,2002,Stereological relationship between trace length and size distribution of elliptical discontinuities
DOI: 10.1680/geot.52.6.419.38737(Journal) (5069753-N )
DOI: 10.1680/geot.2002.52.6.419(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069754
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Powrie, 52 ,6,435,2002,Deformation and failure modes of drystone retaining walls
DOI: 10.1680/geot.52.6.435.38742(Journal) (5069754-N )
DOI: 10.1680/geot.2002.52.6.435(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069755
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Thomas, 53 ,1,1,2003,Editorial
DOI: 10.1680/geot.53.1.1.37250(Journal) (5069755-N )
DOI: 10.1680/geot.2003.53.1.1(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069756
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Zdravković, 52 ,6,447,2002,The effect of strength anisotropy on the behaviour of embankments on soft ground
DOI: 10.1680/geot.52.6.447.38738(Journal) (5069756-N )
DOI: 10.1680/geot.2002.52.6.447(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069757
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Springman, 53 ,1,3,2003,Instabilities on moraine slopes induced by loss of suction: a case history
DOI: 10.1680/geot.53.1.3.37260(Journal) (5069757-N )
DOI: 10.1680/geot.2003.53.1.3(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069758
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Georgiadis, 53 ,1,11,2003,The influence of partial soil saturation on pile behaviour
DOI: 10.1680/geot.53.1.11.37253(Journal) (5069758-N )
DOI: 10.1680/geot.2003.53.1.11(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069759
CauseID: 1387457460
OtherID: 948845963
JT: Géotechnique
MD: Horpibulsuk, 53 ,4,439,2003,Assessment of strength development in cement-admixed high water content clays with Abrams'' law as a basis
DOI: 10.1680/geot.53.4.439.37319(Journal) (5069759-N )
DOI: 10.1680/geot.2003.53.4.439(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069760
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: White, 53 ,3,317,2003,PSD measurement using the single particle optical sizing (SPOS) method
DOI: 10.1680/geot.53.3.317.37283(Journal) (5069760-N )
DOI: 10.1680/geot.2003.53.3.317(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069761
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Hajiabdolmajid, 53 ,3,327,2003,Mobilised strength components in brittle failure of rock
DOI: 10.1680/geot.53.3.327.37280(Journal) (5069761-N )
DOI: 10.1680/geot.2003.53.3.327(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069762
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Rao, 52 ,4,259,2002,Collapse behaviour of a residual soil
DOI: 10.1680/geot.52.4.259.41025(Journal) (5069762-N )
DOI: 10.1680/geot.2002.52.4.259(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069763
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Ng, 52 ,7,469,2002,Cyclic settlement behaviour of spudcan foundations
DOI: 10.1680/geot.52.7.469.38750(Journal) (5069763-N )
DOI: 10.1680/geot.2002.52.7.469(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069764
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Gu, 52 ,7,481,2002,Ground response to dynamic compaction of dry sand
DOI: 10.1680/geot.52.7.481.38747(Journal) (5069764-N )
DOI: 10.1680/geot.2002.52.7.481(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069765
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Houlsby, 52 ,2,117,2002,A plasticity model for the behaviour of footings on sand under combined loading
DOI: 10.1680/geot.52.2.117.40922(Journal) (5069765-N )
DOI: 10.1680/geot.2002.52.2.117(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069766
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Fratta, 52 ,7,495,2002,Shear wave propagation in jointed rock: state of stress
DOI: 10.1680/geot.52.7.495.38753(Journal) (5069766-N )
DOI: 10.1680/geot.2002.52.7.495(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069767
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Lloret, 53 ,1,27,2003,Mechanical behaviour of heavily compacted bentonite under high suction changes
DOI: 10.1680/geot.53.1.27.37258(Journal) (5069767-N )
DOI: 10.1680/geot.2003.53.1.27(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069768
CauseID: 1387457456
OtherID: 948848033
JT: Géotechnique
MD: Sridharan, 52 ,6,459,2002,Swelling pressure of sodium montmorillonites
DOI: 10.1680/geot.52.6.459.38745(Journal) (5069768-N )
DOI: 10.1680/geot.2002.52.6.459(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069769
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Collins, 52 ,7,507,2002,A thermomechanical analysis of a family of soil models
DOI: 10.1680/geot.52.7.507.38756(Journal) (5069769-N )
DOI: 10.1680/geot.2002.52.7.507(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069770
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Winter, 52 ,7,519,2002,Methods for determining representative density–depth profiles using nuclear density gauges
DOI: 10.1680/geot.52.7.519.38749(Journal) (5069770-N )
DOI: 10.1680/geot.2002.52.7.519(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069771
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Zhao, 52 ,7,533,2002,An elastoplastic damage model of soil
DOI: 10.1680/geot.52.7.533.38746(Journal) (5069771-N )
DOI: 10.1680/geot.2002.52.7.533(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069772
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Teachavorasinskun, 52 ,7,537,2002,Elastic shear modulus of Bangkok clay during undrained triaxial compression
DOI: 10.1680/geot.52.7.537.38755(Journal) (5069772-N )
DOI: 10.1680/geot.2002.52.7.537(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069773
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: Muhunthan, 52 ,7,541,2002,Elastic energy and shear work
DOI: 10.1680/geot.52.7.541.38754(Journal) (5069773-N )
DOI: 10.1680/geot.2002.52.7.541(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069774
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Arroyo, 53 ,3,337,2003,Source near-field effects and pulse tests in soil samples
DOI: 10.1680/geot.53.3.337.37277(Journal) (5069774-N )
DOI: 10.1680/geot.2003.53.3.337(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069775
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Vatsala, 52 ,4,279,2002,Suction in compacted states
DOI: 10.1680/geot.52.4.279.41029(Journal) (5069775-N )
DOI: 10.1680/geot.2002.52.4.279(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069776
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Locke, 52 ,4,285,2002,Filtration of broadly graded soils: the reduced PSD method
DOI: 10.1680/geot.52.4.285.41028(Journal) (5069776-N )
DOI: 10.1680/geot.2002.52.4.285(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069777
CauseID: 1387457462
OtherID: 948848230
JT: Géotechnique
MD: null, 52 ,7,546,2002,Erratum
DOI: 10.1680/geot.52.7.546.38751(Journal) (5069777-N )
DOI: 10.1680/geot.2002.52.7.546(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069778
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Randolph, 53 ,10,847,2003,Science and empiricism in pile foundation design
DOI: 10.1680/geot.53.10.847.37518(Journal) (5069778-N )
DOI: 10.1680/geot.2003.53.10.847(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069779
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: McDowell, 52 ,2,131,2002,Discrete element modelling of soil particle fracture
DOI: 10.1680/geot.52.2.131.40930(Journal) (5069779-N )
DOI: 10.1680/geot.2002.52.2.131(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069780
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Ng, 53 ,2,143,2003,Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration
DOI: 10.1680/geot.53.2.143.37272(Journal) (5069780-N )
DOI: 10.1680/geot.2003.53.2.143(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069781
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Vardoulakis, 52 ,3,157,2002,Dynamic thermo-poro-mechanical analysis of catastrophic landslides
DOI: 10.1680/geot.52.3.157.41012(Journal) (5069781-N )
DOI: 10.1680/geot.2002.52.3.157(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069782
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Wheeler, 53 ,1,41,2003,Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils
DOI: 10.1680/geot.53.1.41.37252(Journal) (5069782-N )
DOI: 10.1680/geot.2003.53.1.41(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069783
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: Wesley, 52 ,4,289,2002,Interpretation of calibration chamber tests involving cone penetrometers in sands
DOI: 10.1680/geot.52.4.289.41024(Journal) (5069783-N )
DOI: 10.1680/geot.2002.52.4.289(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069784
CauseID: 1387457457
OtherID: 948848535
JT: Géotechnique
MD: McDowell, 52 ,4,299,2002,Discrete element modelling of yielding and normal compression of sand
DOI: 10.1680/geot.52.4.299.41018(Journal) (5069784-N )
DOI: 10.1680/geot.2002.52.4.299(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069785
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Wu, 52 ,2,137,2002,Statistical model for structure of jointed rock mass
DOI: 10.1680/geot.52.2.137.40927(Journal) (5069785-N )
DOI: 10.1680/geot.2002.52.2.137(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069786
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Shin, 52 ,3,187,2002,Three-dimensional modelling of NATM tunnelling in decomposed granite soil
DOI: 10.1680/geot.52.3.187.41011(Journal) (5069786-N )
DOI: 10.1680/geot.2002.52.3.187(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069787
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Palmer, 53 ,10,877,2003,Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests
DOI: 10.1680/geot.53.10.877.37522(Journal) (5069787-N )
DOI: 10.1680/geot.2003.53.10.877(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069788
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Take, 53 ,2,159,2003,Tensiometer saturation and the reliable measurement of soil suction
DOI: 10.1680/geot.53.2.159.37261(Journal) (5069788-N )
DOI: 10.1680/geot.2003.53.2.159(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069789
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Kumar, 53 ,3,347,2003,Seismic bearing capacity of foundations on slopes
DOI: 10.1680/geot.53.3.347.37282(Journal) (5069789-N )
DOI: 10.1680/geot.2003.53.3.347(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069790
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Hird, 53 ,10,885,2003,Performance of miniature piezocones in thinly layered soils
DOI: 10.1680/geot.53.10.885.37517(Journal) (5069790-N )
DOI: 10.1680/geot.2003.53.10.885(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069791
CauseID: 1387457459
OtherID: 948846093
JT: Géotechnique
MD: Kumar, 53 ,3,363,2003,Seismic bearing capacity of rough footings on slopes using limit equilibrium
DOI: 10.1680/geot.53.3.363.37278(Journal) (5069791-N )
DOI: 10.1680/geot.2003.53.3.363(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069792
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: Einav, 53 ,10,901,2003,Evaluation of continuous hyperplastic critical state (CHCS) model
DOI: 10.1680/geot.53.10.901.37521(Journal) (5069792-N )
DOI: 10.1680/geot.2003.53.10.901(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069793
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Blight, 53 ,1,55,2003,The vadose zone soil-water balance and transpiration rates of vegetation
DOI: 10.1680/geot.53.1.55.37259(Journal) (5069793-N )
DOI: 10.1680/geot.2003.53.1.55(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069794
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Collins, 53 ,7,611,2003,On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials
DOI: 10.1680/geot.53.7.611.37387(Journal) (5069794-N )
DOI: 10.1680/geot.2003.53.7.611(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069795
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Romero, 53 ,1,65,2003,Suction effects on a compacted clay under non-isothermal conditions
DOI: 10.1680/geot.53.1.65.37254(Journal) (5069795-N )
DOI: 10.1680/geot.2003.53.1.65(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069796
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Shen, 52 ,3,201,2002,Analysis of laterally loaded pile groups using a variational approach
DOI: 10.1680/geot.52.3.201.41016(Journal) (5069796-N )
DOI: 10.1680/geot.2002.52.3.201(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069797
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: Mirghasemi, 52 ,3,209,2002,Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles
DOI: 10.1680/geot.52.3.209.41010(Journal) (5069797-N )
DOI: 10.1680/geot.2002.52.3.209(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069798
CauseID: 1387457458
OtherID: 948849202
JT: Géotechnique
MD: Barends, 52 ,2,141,2002,A Dutch leaning tower saved in 1866 by the same method used for the Pisa tower
DOI: 10.1680/geot.52.2.141.40926(Journal) (5069798-N )
DOI: 10.1680/geot.2002.52.2.141(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069799
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Leong, 53 ,2,173,2003,Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique
DOI: 10.1680/geot.53.2.173.37271(Journal) (5069799-N )
DOI: 10.1680/geot.2003.53.2.173(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069800
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Cui, 53 ,1,83,2003,Retention and transport of a hydrocarbon in a silt
DOI: 10.1680/geot.53.1.83.37248(Journal) (5069800-N )
DOI: 10.1680/geot.2003.53.1.83(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069801
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: White, 53 ,7,619,2003,Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
DOI: 10.1680/geot.53.7.619.37383(Journal) (5069801-N )
DOI: 10.1680/geot.2003.53.7.619(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069802
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Toll, 53 ,1,93,2003,Critical-state parameters for an unsaturated residual sandy clay
DOI: 10.1680/geot.53.1.93.37255(Journal) (5069802-N )
DOI: 10.1680/geot.2003.53.1.93(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069803
CauseID: 1387457463
OtherID: 948845079
JT: Géotechnique
MD: McDowell, 53 ,10,915,2003,Micromechanics of creep of granular materials
DOI: 10.1680/geot.53.10.915.37520(Journal) (5069803-N )
DOI: 10.1680/geot.2003.53.10.915(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069804
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Thorne, 54 ,8,507,2004,Uplift capacity of rapidly loaded strip anchors in uniform strength clay
DOI: 10.1680/geot.54.8.507.52012(Journal) (5069804-N )
DOI: 10.1680/geot.2004.54.8.507(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069805
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Popescu, 55 ,1,21,2005,3D effects in seismic liquefaction of stochastically variable soil deposits
DOI: 10.1680/geot.55.1.21.58589(Journal) (5069805-N )
DOI: 10.1680/geot.2005.55.1.21(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069806
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Cunningham, 53 ,2,183,2003,The mechanical behaviour of a reconstituted unsaturated silty clay
DOI: 10.1680/geot.53.2.183.37266(Journal) (5069806-N )
DOI: 10.1680/geot.2003.53.2.183(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069807
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Gallipoli, 53 ,1,105,2003,Modelling the variation of degree of saturation in a deformable unsaturated soil
DOI: 10.1680/geot.53.1.105.37249(Journal) (5069807-N )
DOI: 10.1680/geot.2003.53.1.105(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069808
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Larsson, 55 ,1,33,2005,On horizontal variability in lime-cement columns in deep mixing
DOI: 10.1680/geot.55.1.33.58586(Journal) (5069808-N )
DOI: 10.1680/geot.2005.55.1.33(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069809
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Cheng, 53 ,7,633,2003,Discrete element simulation of crushable soil
DOI: 10.1680/geot.53.7.633.37389(Journal) (5069809-N )
DOI: 10.1680/geot.2003.53.7.633(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069810
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Paik, 53 ,7,643,2003,Estimation of active earth pressure against rigid retaining walls considering arching effects
DOI: 10.1680/geot.53.7.643.37385(Journal) (5069810-N )
DOI: 10.1680/geot.2003.53.7.643(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069811
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Phoon, 55 ,1,45,2005,Characterisation of model uncertainties for laterally loaded rigid drilled shafts
DOI: 10.1680/geot.55.1.45.58593(Journal) (5069811-N )
DOI: 10.1680/geot.2005.55.1.45(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069812
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Blatz, 53 ,1,113,2003,Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction
DOI: 10.1680/geot.53.1.113.37256(Journal) (5069812-N )
DOI: 10.1680/geot.2003.53.1.113(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069813
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Molenkamp, 53 ,2,195,2003,Micromechanical considerations of unsaturated pyramidal packing
DOI: 10.1680/geot.53.2.195.37274(Journal) (5069813-N )
DOI: 10.1680/geot.2003.53.2.195(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069814
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Teymur, 53 ,7,655,2003,Experimental study of boundary effects in dynamic centrifuge modelling
DOI: 10.1680/geot.53.7.655.37392(Journal) (5069814-N )
DOI: 10.1680/geot.2003.53.7.655(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069815
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Gallipoli, 53 ,1,123,2003,An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
DOI: 10.1680/geot.53.1.123.37251(Journal) (5069815-N )
DOI: 10.1680/geot.2003.53.1.123(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069816
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Michalowski, 54 ,8,529,2004,Admissible stress fields and arching in piles of sand
DOI: 10.1680/geot.54.8.529.52008(Journal) (5069816-N )
DOI: 10.1680/geot.2004.54.8.529(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069817
CauseID: 1387457461
OtherID: 948847307
JT: Géotechnique
MD: Tarantino, 53 ,1,137,2003,Calibration of tensiometer for direct measurement of matric suction
DOI: 10.1680/geot.53.1.137.37257(Journal) (5069817-N )
DOI: 10.1680/geot.2003.53.1.137(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069818
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Lehane, 53 ,8,689,2003,Effects of long-term pre-loading on the performance of a footing on clay
DOI: 10.1680/geot.53.8.689.37397(Journal) (5069818-N )
DOI: 10.1680/geot.2003.53.8.689(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069819
CauseID: 1387457465
OtherID: 948848952
JT: Géotechnique
MD: null, 52 ,3,233,2002,Géotechnique Reviewers
DOI: 10.1680/geot.52.3.233.41013(Journal) (5069819-N )
DOI: 10.1680/geot.2002.52.3.233(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069820
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Merckelbach, 54 ,4,235,2004,Equations for effective stress and permeability of soft mud–sand mixtures
DOI: 10.1680/geot.54.4.235.36356(Journal) (5069820-N )
DOI: 10.1680/geot.2004.54.4.235(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069821
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Askari, 53 ,8,697,2003,Upper-bound solution for seismic bearing capacity of shallow foundations near slopes
DOI: 10.1680/geot.53.8.697.37400(Journal) (5069821-N )
DOI: 10.1680/geot.2003.53.8.697(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069822
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Doherty, 53 ,8,703,2003,Elastic response of circular footings embedded in a non-homogeneous half-space
DOI: 10.1680/geot.53.8.703.37396(Journal) (5069822-N )
DOI: 10.1680/geot.2003.53.8.703(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069823
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Kemp, 53 ,7,665,2003,In-situ sampling of sediment-filled fractures
DOI: 10.1680/geot.53.7.665.37388(Journal) (5069823-N )
DOI: 10.1680/geot.2003.53.7.665(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069824
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: null, 53 ,6,533,2003,Introduction for the 42nd Rankine Lecture
DOI: 10.1680/geot.53.6.533.37331(Journal) (5069824-N )
DOI: 10.1680/geot.2003.53.6.533(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069825
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Potts, 53 ,6,535,2003,Numerical analysis: a virtual dream or practical reality?
DOI: 10.1680/geot.53.6.535.37330(Journal) (5069825-N )
DOI: 10.1680/geot.2003.53.6.535(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069826
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Mao, 53 ,8,715,2003,Behaviour of calcareous soils in undrained cyclic simple shear
DOI: 10.1680/geot.53.8.715.37395(Journal) (5069826-N )
DOI: 10.1680/geot.2003.53.8.715(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069827
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Wesley, 53 ,7,669,2003,Residual strength of clays and correlations using Atterberg limits
DOI: 10.1680/geot.53.7.669.37386(Journal) (5069827-N )
DOI: 10.1680/geot.2003.53.7.669(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069828
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Chan, 53 ,7,673,2003,Determination of the coefficient of consolidation using a least squares method
DOI: 10.1680/geot.53.7.673.37384(Journal) (5069828-N )
DOI: 10.1680/geot.2003.53.7.673(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069829
CauseID: 1387457484
OtherID: 948845582
JT: Géotechnique
MD: Nagaraj, 53 ,7,679,2003,Analysis and assessment of sampling disturbance of soft sensitive clays
DOI: 10.1680/geot.53.7.679.37382(Journal) (5069829-N )
DOI: 10.1680/geot.2003.53.7.679(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069830
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Fenton, 55 ,1,55,2005,Reliability of traditional retaining wall design
DOI: 10.1680/geot.55.1.55.58588(Journal) (5069830-N )
DOI: 10.1680/geot.2005.55.1.55(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069831
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: Low, 55 ,1,63,2005,Reliability-based design applied to retaining walls
DOI: 10.1680/geot.55.1.63.58585(Journal) (5069831-N )
DOI: 10.1680/geot.2005.55.1.63(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069832
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Thomas, 53 ,2,207,2003,Water infiltration into a large-scale in-situ experiment in an underground research laboratory
DOI: 10.1680/geot.53.2.207.37263(Journal) (5069832-N )
DOI: 10.1680/geot.2003.53.2.207(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069833
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lings, 54 ,4,245,2004,An improved direct shear apparatus for sand
DOI: 10.1680/geot.54.4.245.36353(Journal) (5069833-N )
DOI: 10.1680/geot.2004.54.4.245(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069834
CauseID: 1387457486
OtherID: 948843468
JT: Géotechnique
MD: El-Ramly, 55 ,1,77,2005,Probabilistic assessment of stability of a cut slope in residual soil
DOI: 10.1680/geot.55.1.77.58590(Journal) (5069834-N )
DOI: 10.1680/geot.2005.55.1.77(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069835
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Bourdeau, 55 ,2,95,2005,Non-parametric simulation of geotechnical variability
DOI: 10.1680/geot.55.2.95.59530(Journal) (5069835-N )
DOI: 10.1680/geot.2005.55.2.95(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069836
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Oda, 54 ,8,539,2004,Microstructure in shear band observed by microfocus X-ray computed tomography
DOI: 10.1680/geot.54.8.539.52009(Journal) (5069836-N )
DOI: 10.1680/geot.2004.54.8.539(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069837
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Rocchi, 53 ,8,729,2003,Modelling of natural soft clay destruction processes using viscoplasticity theory
DOI: 10.1680/geot.53.8.729.37393(Journal) (5069837-N )
DOI: 10.1680/geot.2003.53.8.729(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069838
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Yang, 54 ,8,543,2004,Seismic and static stability analysis for rock slopes by a kinematical approach
DOI: 10.1680/geot.54.8.543.52014(Journal) (5069838-N )
DOI: 10.1680/geot.2004.54.8.543(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069840
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Mata, 53 ,8,747,2003,Permeability of a bentonite–crushed granite rock mixture using different experimental techniques
DOI: 10.1680/geot.53.8.747.37399(Journal) (5069840-N )
DOI: 10.1680/geot.2003.53.8.747(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069841
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lu, 54 ,4,257,2004,A numerical study of cone penetration in clay
DOI: 10.1680/geot.54.4.257.36358(Journal) (5069841-N )
DOI: 10.1680/geot.2004.54.4.257(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069842
CauseID: 1387457489
OtherID: 948845492
JT: Géotechnique
MD: Su, 53 ,8,759,2003,The two-dimensional consolidation theory of electro-osmosis
DOI: 10.1680/geot.53.8.759.37398(Journal) (5069842-N )
DOI: 10.1680/geot.2003.53.8.759(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069843
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Gourvenec, 53 ,6,575,2003,Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay
DOI: 10.1680/geot.53.6.575.37328(Journal) (5069843-N )
DOI: 10.1680/geot.2003.53.6.575(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069844
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Coop, 54 ,3,157,2004,Particle breakage during shearing of a carbonate sand
DOI: 10.1680/geot.54.3.157.36347(Journal) (5069844-N )
DOI: 10.1680/geot.2004.54.3.157(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069845
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Vardoulakis, 54 ,3,165,2004,Fluidisation in artesian flow conditions: Hydromechanically unstable granular media
DOI: 10.1680/geot.54.3.165.36345(Journal) (5069845-N )
DOI: 10.1680/geot.2004.54.3.165(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069846
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Baudet, 54 ,4,269,2004,A constitutive model for structured clays
DOI: 10.1680/geot.54.4.269.36354(Journal) (5069846-N )
DOI: 10.1680/geot.2004.54.4.269(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069847
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Jaksa, 55 ,2,109,2005,Towards reliable and effective site investigations
DOI: 10.1680/geot.55.2.109.59531(Journal) (5069847-N )
DOI: 10.1680/geot.2005.55.2.109(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069848
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Sharma, 53 ,2,225,2003,Patterns and mechanisms of migration of light non-aqueous phase liquid in an unsaturated sand
DOI: 10.1680/geot.53.2.225.37269(Journal) (5069848-N )
DOI: 10.1680/geot.2003.53.2.225(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069849
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Lisle, 54 ,4,279,2004,Calculation of the daylight envelope for plane failure of rock slopes
DOI: 10.1680/geot.54.4.279.36360(Journal) (5069849-N )
DOI: 10.1680/geot.2004.54.4.279(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069850
CauseID: 1387457490
OtherID: 948844472
JT: Géotechnique
MD: Caruso, 54 ,4,281,2004,A shearbox for testing unsaturated soils at medium to high degrees of saturation
DOI: 10.1680/geot.54.4.281.36361(Journal) (5069850-N )
DOI: 10.1680/geot.2004.54.4.281(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069851
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Houlsby, 54 ,10,615,2004,Editorial
DOI: 10.1680/geot.54.10.615.56345(Journal) (5069851-N )
DOI: 10.1680/geot.2004.54.10.615(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069852
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Miyamoto, 54 ,10,617,2004,Progressive solidification of a liquefied sand layer during continued wave loading
DOI: 10.1680/geot.54.10.617.56343(Journal) (5069852-N )
DOI: 10.1680/geot.2004.54.10.617(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069853
CauseID: 1387457487
OtherID: 948844017
JT: Géotechnique
MD: Foti, 54 ,8,551,2004,Soil porosity from seismic velocities
DOI: 10.1680/geot.54.8.551.52010(Journal) (5069853-N )
DOI: 10.1680/geot.2004.54.8.551(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069854
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Toker, 54 ,3,179,2004,A new technique for rapid measurement of continuous soil moisture characteristic curves
DOI: 10.1680/geot.54.3.179.36351(Journal) (5069854-N )
DOI: 10.1680/geot.2004.54.3.179(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069855
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Salgado, 54 ,5,297,2004,Two- and three-dimensional bearing capacity of foundations in clay
DOI: 10.1680/geot.54.5.297.46720(Journal) (5069855-N )
DOI: 10.1680/geot.2004.54.5.297(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069856
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Wu, 53 ,6,587,2003,Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site
DOI: 10.1680/geot.53.6.587.37327(Journal) (5069856-N )
DOI: 10.1680/geot.2003.53.6.587(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069858
CauseID: 1387457491
OtherID: 948845694
JT: Géotechnique
MD: Hansbo, 53 ,6,601,2003,Deviation from Darcy''s law observed in one-dimensional consolidation
DOI: 10.1680/geot.53.6.601.37332(Journal) (5069858-N )
DOI: 10.1680/geot.2003.53.6.601(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069860
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Puzrin, 54 ,10,631,2004,Catastrophic failure of submerged slopes in normally consolidated sediments
DOI: 10.1680/geot.54.10.631.56348(Journal) (5069860-N )
DOI: 10.1680/geot.2004.54.10.631(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069861
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Ridley, 53 ,2,241,2003,Soil matrix suction: some examples of its measurement and application in geotechnical engineering
DOI: 10.1680/geot.53.2.241.37275(Journal) (5069861-N )
DOI: 10.1680/geot.2003.53.2.241(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069862
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Hicks, 55 ,2,123,2005,Stochastic evaluation of static liquefaction in a predominantly dilative sand fill
DOI: 10.1680/geot.55.2.123.59526(Journal) (5069862-N )
DOI: 10.1680/geot.2005.55.2.123(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069863
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: White, 54 ,10,645,2004,Friction fatigue on displacement piles in sand
DOI: 10.1680/geot.54.10.645.56344(Journal) (5069863-N )
DOI: 10.1680/geot.2004.54.10.645(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069864
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Sun, 54 ,5,307,2004,Deformation characteristics of silty clay subjected to triaxial loading, by computerised tomography
DOI: 10.1680/geot.54.5.307.46724(Journal) (5069864-N )
DOI: 10.1680/geot.2004.54.5.307(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069865
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Molenkamp, 53 ,2,255,2003,Interactions between two rough spheres, water bridge and water vapour
DOI: 10.1680/geot.53.2.255.37267(Journal) (5069865-N )
DOI: 10.1680/geot.2003.53.2.255(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069866
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Ng, 54 ,10,659,2004,Shear strength of assemblies of ellipsoidal particles
DOI: 10.1680/geot.54.10.659.56347(Journal) (5069866-N )
DOI: 10.1680/geot.2004.54.10.659(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069867
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Vaughan, 53 ,2,265,2003,Observations on the behaviour of clay fill containing occluded air bubbles
DOI: 10.1680/geot.53.2.265.37262(Journal) (5069867-N )
DOI: 10.1680/geot.2003.53.2.265(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069868
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Gudehus, 54 ,3,187,2004,Evolution of shear bands in sand
DOI: 10.1680/geot.54.3.187.36346(Journal) (5069868-N )
DOI: 10.1680/geot.2004.54.3.187(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069869
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Li, 53 ,2,273,2003,Effective stress in unsaturated soil: a microstructural analysis
DOI: 10.1680/geot.53.2.273.37273(Journal) (5069869-N )
DOI: 10.1680/geot.2003.53.2.273(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069870
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Agus, 53 ,2,279,2003,Assessment of statistical models for indirect determination of permeability functions from soil–water characteristic curves
DOI: 10.1680/geot.53.2.279.37270(Journal) (5069870-N )
DOI: 10.1680/geot.2003.53.2.279(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069872
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Hoque, 54 ,7,429,2004,Effects of stress ratio on small-strain stiffness during triaxial shearing
DOI: 10.1680/geot.54.7.429.46749(Journal) (5069872-N )
DOI: 10.1680/geot.2004.54.7.429(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069873
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Collin, 55 ,2,135,2005,A deterministic/stochastic model to predict the variation in bulk modulus of chalk
DOI: 10.1680/geot.55.2.135.59523(Journal) (5069873-N )
DOI: 10.1680/geot.2005.55.2.135(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069874
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: Yang, 54 ,10,671,2004,Reappraisal of vertical motion effects on soil liquefaction
DOI: 10.1680/geot.54.10.671.56346(Journal) (5069874-N )
DOI: 10.1680/geot.2004.54.10.671(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069875
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: null, 54 ,10,681,2004,Contents of Géotechnique Volume LIV
DOI: 10.1680/geot.54.10.681.56341(Journal) (5069875-N )
DOI: 10.1680/geot.2004.54.10.681(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069876
CauseID: 1387457495
OtherID: 948843607
JT: Géotechnique
MD: null, 54 ,10,685,2004,Index to Géotechnique Volume LIV
DOI: 10.1680/geot.54.10.685.56340(Journal) (5069876-N )
DOI: 10.1680/geot.2004.54.10.685(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069877
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Lee, 54 ,1,1,2004,Stress and pore pressure changes due to sand compaction pile installation in soft clay
DOI: 10.1680/geot.54.1.1.36331(Journal) (5069877-N )
DOI: 10.1680/geot.2004.54.1.01(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069878
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Olivares, 53 ,2,283,2003,Shallow flowslides triggered by intense rainfalls on natural slopes covered by loose unsaturated pyroclastic soils
DOI: 10.1680/geot.53.2.283.37268(Journal) (5069878-N )
DOI: 10.1680/geot.2003.53.2.283(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069881
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Einav, 54 ,5,315,2004,Thermomechanical relations between stress-space and strain-space models
DOI: 10.1680/geot.54.5.315.46721(Journal) (5069881-N )
DOI: 10.1680/geot.2004.54.5.315(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069883
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Oldecop, 53 ,2,289,2003,Suction effects on rockfill compressibility
DOI: 10.1680/geot.53.2.289.37265(Journal) (5069883-N )
DOI: 10.1680/geot.2003.53.2.289(Journal)
==========================================================

Created: 2015-11-23 10:05:50.0
ConfID: 5069884
CauseID: 1387457464
OtherID: 948846237
JT: Géotechnique
MD: Pham, 53 ,2,293,2003,A practical hysteresis model for the soil–water characteristic curve for soils with negligible volume change
DOI: 10.1680/geot.53.2.293.37264(Journal) (5069884-N )
DOI: 10.1680/geot.2003.53.2.293(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069885
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Futai, 55 ,3,201,2005,An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil
DOI: 10.1680/geot.55.3.201.61520(Journal) (5069885-N )
DOI: 10.1680/geot.2005.55.3.201(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069886
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Bhattacharya, 54 ,3,203,2004,An alternative mechanism of pile failure in liquefiable deposits during earthquakes
DOI: 10.1680/geot.54.3.203.36349(Journal) (5069886-N )
DOI: 10.1680/geot.2004.54.3.203(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069887
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Xia, 54 ,1,17,2004,Delineation of a collapse feature in a noisy environment using a multichannel surface wave technique
DOI: 10.1680/geot.54.1.17.36326(Journal) (5069887-N )
DOI: 10.1680/geot.2004.54.1.17(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069888
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Alonso, 55 ,4,267,2005,A review of Beliche Dam
DOI: 10.1680/geot.55.4.267.65493(Journal) (5069888-N )
DOI: 10.1680/geot.2005.55.4.267(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069889
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Zhang, 55 ,2,151,2005,Probabilistic limiting tolerable displacements for serviceability limit state design of foundations
DOI: 10.1680/geot.55.2.151.59527(Journal) (5069889-N )
DOI: 10.1680/geot.2005.55.2.151(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069890
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Zhang, 54 ,7,441,2004,Index properties of a highly weathered old alluvium
DOI: 10.1680/geot.54.7.441.46746(Journal) (5069890-N )
DOI: 10.1680/geot.2004.54.7.441(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069891
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Rammah, 54 ,5,319,2004,Effects of ageing on small-strain stiffness of overconsolidated clays
DOI: 10.1680/geot.54.5.319.46719(Journal) (5069891-N )
DOI: 10.1680/geot.2004.54.5.319(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069892
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Meng, 54 ,3,219,2004,Reduction of equipment-generated damping in the low-frequency range
DOI: 10.1680/geot.54.3.219.36343(Journal) (5069892-N )
DOI: 10.1680/geot.2004.54.3.219(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069893
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Zhang, 54 ,7,453,2004,Soil structure of a highly weathered old alluvium
DOI: 10.1680/geot.54.7.453.46753(Journal) (5069893-N )
DOI: 10.1680/geot.2004.54.7.453(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069895
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Indraratna, 55 ,3,215,2005,A shear strength model for idealised infilled joints under constant normal stiffness
DOI: 10.1680/geot.55.3.215.61524(Journal) (5069895-N )
DOI: 10.1680/geot.2005.55.3.215(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069896
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Boardman, 54 ,7,467,2004,The influences of iron (III) and lead (II) contaminants on lime-stabilised clay
DOI: 10.1680/geot.54.7.467.46747(Journal) (5069896-N )
DOI: 10.1680/geot.2004.54.7.467(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069897
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Houy, 55 ,2,163,2005,Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame
DOI: 10.1680/geot.55.2.163.59524(Journal) (5069897-N )
DOI: 10.1680/geot.2005.55.2.163(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069899
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: McDougall, 54 ,7,487,2004,Phase relations for decomposable soils
DOI: 10.1680/geot.54.7.487.46750(Journal) (5069899-N )
DOI: 10.1680/geot.2004.54.7.487(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069901
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Clayton, 54 ,7,495,2004,The measurement of vertical shear-wave velocity using side-mounted bender elements in the triaxial apparatus
DOI: 10.1680/geot.54.7.495.46748(Journal) (5069901-N )
DOI: 10.1680/geot.2004.54.7.495(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069902
CauseID: 1387457498
OtherID: 948843995
JT: Géotechnique
MD: Sivakugan, 54 ,7,499,2004,Settlement predictions in granular soils: a probabilistic approach
DOI: 10.1680/geot.54.7.499.46745(Journal) (5069902-N )
DOI: 10.1680/geot.2004.54.7.499(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069903
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: Tamagnini, 54 ,3,223,2004,An extended Cam-clay model for unsaturated soils with hydraulic hysteresis
DOI: 10.1680/geot.54.3.223.36352(Journal) (5069903-N )
DOI: 10.1680/geot.2004.54.3.223(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069904
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Houlsby, 54 ,2,79,2004,Editorial
DOI: 10.1680/geot.54.2.79.36334(Journal) (5069904-N )
DOI: 10.1680/geot.2004.54.2.79(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069905
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Soga, 54 ,2,81,2004,Laboratory investigation of multiple grout injections into clay
DOI: 10.1680/geot.54.2.81.36333(Journal) (5069905-N )
DOI: 10.1680/geot.2004.54.2.81(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069906
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Teachavorasinskun, 54 ,5,323,2004,A simple correlation for shear wave velocity of soft Bangkok clays
DOI: 10.1680/geot.54.5.323.46728(Journal) (5069906-N )
DOI: 10.1680/geot.2004.54.5.323(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069907
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Robinson, 54 ,1,29,2004,Three-dimensional swelling of clay lumps
DOI: 10.1680/geot.54.1.29.36322(Journal) (5069907-N )
DOI: 10.1680/geot.2004.54.1.29(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069908
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Houlsby, 55 ,4,287,2005,Field trials of suction caissons in clay for offshore wind turbine foundations
DOI: 10.1680/geot.55.4.287.65487(Journal) (5069908-N )
DOI: 10.1680/geot.2005.55.4.287(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069909
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Yang, 55 ,3,227,2005,One-dimensional consolidation of lumpy clay with non-linear properties
DOI: 10.1680/geot.55.3.227.61521(Journal) (5069909-N )
DOI: 10.1680/geot.2005.55.3.227(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069910
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cassidy, 54 ,2,91,2004,A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
DOI: 10.1680/geot.54.2.91.36339(Journal) (5069910-N )
DOI: 10.1680/geot.2004.54.2.91(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069911
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Li, 55 ,3,237,2005,Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China
DOI: 10.1680/geot.55.3.237.61516(Journal) (5069911-N )
DOI: 10.1680/geot.2005.55.3.237(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069912
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Powrie, 55 ,4,297,2005,Numerical modelling of plane strain tests on sands using a particulate approach
DOI: 10.1680/geot.55.4.297.65492(Journal) (5069912-N )
DOI: 10.1680/geot.2005.55.4.297(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069913
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Lobo-Guerrero, 55 ,3,245,2005,Crushing a weak granular material: experimental numerical analyses
DOI: 10.1680/geot.55.3.245.61523(Journal) (5069913-N )
DOI: 10.1680/geot.2005.55.3.245(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069914
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Tarantino, 55 ,4,307,2005,Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay
DOI: 10.1680/geot.55.4.307.65486(Journal) (5069914-N )
DOI: 10.1680/geot.2005.55.4.307(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069915
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: Yang, 55 ,3,251,2005,Pore pressure coefficient for soil and rock and its relation to compressional wave velocity
DOI: 10.1680/geot.55.3.251.61522(Journal) (5069915-N )
DOI: 10.1680/geot.2005.55.3.251(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069916
CauseID: 1387457497
OtherID: 948842986
JT: Géotechnique
MD: null, 55 ,3,266,2005,Géotechnique Reviewers
DOI: 10.1680/geot.55.3.266.61515(Journal) (5069916-N )
DOI: 10.1680/geot.2005.55.3.266(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069917
CauseID: 1387457493
OtherID: 948844697
JT: Géotechnique
MD: null, 54 ,3,233,2004,Géotechnique Reviewers
DOI: 10.1680/geot.54.3.233.36348(Journal) (5069917-N )
DOI: 10.1680/geot.2004.54.3.233(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069918
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Foti, 53 ,5,455,2003,Small-strain stiffness and damping ratio of Pisa clay from surface wave tests
DOI: 10.1680/geot.53.5.455.37510(Journal) (5069918-N )
DOI: 10.1680/geot.2003.53.5.455(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069919
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Van Baars, 55 ,4,319,2005,The horizontal failure mechanism of the Wilnis peat dyke
DOI: 10.1680/geot.55.4.319.65491(Journal) (5069919-N )
DOI: 10.1680/geot.2005.55.4.319(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069920
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Loukidis, 53 ,5,463,2003,Stability of seismically loaded slopes using limit analysis
DOI: 10.1680/geot.53.5.463.37509(Journal) (5069920-N )
DOI: 10.1680/geot.2003.53.5.463(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069921
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Manassero, 53 ,5,481,2003,Modelling the osmosis effect on solute migration through porous media
DOI: 10.1680/geot.53.5.481.37513(Journal) (5069921-N )
DOI: 10.1680/geot.2003.53.5.481(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069922
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cresswell, 54 ,2,107,2004,Triaxial tests on an unbonded locked sand
DOI: 10.1680/geot.54.2.107.36335(Journal) (5069922-N )
DOI: 10.1680/geot.2004.54.2.107(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069923
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Tordesillas, 54 ,5,327,2004,Insights into 1D localisation theory and micromechanical constitutive laws
DOI: 10.1680/geot.54.5.327.46727(Journal) (5069923-N )
DOI: 10.1680/geot.2004.54.5.327(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069924
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Teachavorasinskun, 54 ,5,331,2004,Paths of elastic shear modulus of clays
DOI: 10.1680/geot.54.5.331.46726(Journal) (5069924-N )
DOI: 10.1680/geot.2004.54.5.331(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069925
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: Sivakumar Babu, 54 ,5,335,2004,Effect of soil variability on reliability of soil slopes
DOI: 10.1680/geot.54.5.335.46725(Journal) (5069925-N )
DOI: 10.1680/geot.2004.54.5.335(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069926
CauseID: 1387457496
OtherID: 948844340
JT: Géotechnique
MD: null, 54 ,5,343,2004,British PhD Theses: 2003
DOI: 10.1680/geot.54.5.343.46722(Journal) (5069926-N )
DOI: 10.1680/geot.2004.54.5.343(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069927
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Li, 54 ,1,41,2004,A constitutive framework for anisotropic sand including non-proportional loading
DOI: 10.1680/geot.54.1.41.36329(Journal) (5069927-N )
DOI: 10.1680/geot.2004.54.1.41(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069928
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Randolph, 53 ,9,785,2003,Upper bound limit analysis of circular foundations on clay under general loading
DOI: 10.1680/geot.53.9.785.37427(Journal) (5069928-N )
DOI: 10.1680/geot.2003.53.9.785(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069929
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Schnaid, 53 ,9,797,2003,Cavity expansion in cemented materials: structure degradation effects
DOI: 10.1680/geot.53.9.797.37421(Journal) (5069929-N )
DOI: 10.1680/geot.2003.53.9.797(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069930
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Zhang, 54 ,1,57,2004,A finite element analysis for the stability of drystone masonry retaining walls
DOI: 10.1680/geot.54.1.57.36323(Journal) (5069930-N )
DOI: 10.1680/geot.2004.54.1.57(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069931
CauseID: 1387457499
OtherID: 948844973
JT: Géotechnique
MD: Chung, 54 ,1,61,2004,A study of soil disturbance of Pusan clays with reference to drilling, sampling and extruding
DOI: 10.1680/geot.54.1.61.36321(Journal) (5069931-N )
DOI: 10.1680/geot.2004.54.1.61(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069932
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Vardoulakis, 54 ,2,117,2004,Fluidisation in artesian flow conditions: Hydromechanically stable granular media
DOI: 10.1680/geot.54.2.117.36342(Journal) (5069932-N )
DOI: 10.1680/geot.2004.54.2.117(Journal)
==========================================================

Created: 2015-11-23 10:06:01.0
ConfID: 5069933
CauseID: 1387457492
OtherID: 948843205
JT: Géotechnique
MD: Zhang, 55 ,2,183,2005,Rainfall-induced slope failure considering variability of soil properties
DOI: 10.1680/geot.55.2.183.59525(Journal) (5069933-N )
DOI: 10.1680/geot.2005.55.2.183(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069934
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: Indraratna, 55 ,4,325,2005,Effect of confining pressure on the degradation of ballast under cyclic loading
DOI: 10.1680/geot.55.4.325.65490(Journal) (5069934-N )
DOI: 10.1680/geot.2005.55.4.325(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069935
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Cheng, 54 ,2,131,2004,Crushing and plastic deformation of soils simulated using DEM
DOI: 10.1680/geot.54.2.131.36336(Journal) (5069935-N )
DOI: 10.1680/geot.2004.54.2.131(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069936
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: O''Kelly, 55 ,4,329,2005,Method to compare water content values determined on the basis of different oven-drying temperatures
DOI: 10.1680/geot.55.4.329.65489(Journal) (5069936-N )
DOI: 10.1680/geot.2005.55.4.329(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069937
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Rotta, 53 ,5,493,2003,Isotropic yielding in an artificially cemented soil cured under stress
DOI: 10.1680/geot.53.5.493.37508(Journal) (5069937-N )
DOI: 10.1680/geot.2003.53.5.493(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069938
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Chiu, 53 ,9,809,2003,A state-dependent elasto-plastic model for saturated and unsaturated soils
DOI: 10.1680/geot.53.9.809.37426(Journal) (5069938-N )
DOI: 10.1680/geot.2003.53.9.809(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069940
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Chai, 54 ,2,143,2004,Land subsidence due to groundwater drawdown in Shanghai
DOI: 10.1680/geot.54.2.143.36332(Journal) (5069940-N )
DOI: 10.1680/geot.2004.54.2.143(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069941
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Horpibulsuk, 54 ,2,151,2004,Compressibility of cement-admixed clays at high water content
DOI: 10.1680/geot.54.2.151.36341(Journal) (5069941-N )
DOI: 10.1680/geot.2004.54.2.151(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069942
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Atkinson, 53 ,9,831,2003,Suction and strength in heavily compressed carbonate sand
DOI: 10.1680/geot.53.9.831.37420(Journal) (5069942-N )
DOI: 10.1680/geot.2003.53.9.831(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069943
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: Pietruszczak, 53 ,9,833,2003,A hypothesis for mitigation of risk of liquefaction
DOI: 10.1680/geot.53.9.833.37428(Journal) (5069943-N )
DOI: 10.1680/geot.2003.53.9.833(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069944
CauseID: 1387457500
OtherID: 948842860
JT: Géotechnique
MD: null, 55 ,4,342,2005,Errata
DOI: 10.1680/geot.55.4.342.65482(Journal) (5069944-N )
DOI: 10.1680/geot.2005.55.4.342(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069945
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Meng, 53 ,5,503,2003,Reduction of equipment-generated damping in resonant column measurements
DOI: 10.1680/geot.53.5.503.37511(Journal) (5069945-N )
DOI: 10.1680/geot.2003.53.5.503(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069946
CauseID: 1387457503
OtherID: 948845339
JT: Géotechnique
MD: null, 53 ,9,844,2003,Erratum
DOI: 10.1680/geot.53.9.844.37423(Journal) (5069946-N )
DOI: 10.1680/geot.2003.53.9.844(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069947
CauseID: 1387457502
OtherID: 948844825
JT: Géotechnique
MD: Penman, 54 ,2,156,2004,George Geoffrey Meyerhof
DOI: 10.1680/geot.54.2.156.36337(Journal) (5069947-N )
DOI: 10.1680/geot.2004.54.2.156(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069949
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: Houlsby, 53 ,5,513,2003,Undrained bearing capacity factors for conical footings on clay
DOI: 10.1680/geot.53.5.513.37507(Journal) (5069949-N )
DOI: 10.1680/geot.2003.53.5.513(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069955
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: null, 53 ,5,527,2003,Géotechnique Reviewers
DOI: 10.1680/geot.53.5.527.37514(Journal) (5069955-N )
DOI: 10.1680/geot.2003.53.5.527(Journal)
==========================================================

Created: 2015-11-23 10:06:02.0
ConfID: 5069957
CauseID: 1387457504
OtherID: 948845805
JT: Géotechnique
MD: null, 53 ,5,528,2003,British PhD Theses: 2002
DOI: 10.1680/geot.53.5.528.37512(Journal) (5069957-N )
DOI: 10.1680/geot.2003.53.5.528(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069962
CauseID: 1387457519
OtherID: 948837962
JT: Géotechnique
MD: Won, 57 ,4,355,2007,The causes of apparent overconsolidation in the Namak marine deposit, Korea
DOI: 10.1680/geot.2007.57.4.365(Journal) (5069962-N )
DOI: 10.1680/geot.2007.57.4.355(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069964
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Huang, 55 ,5,345,2005,Cone penetration tests under simulated field conditions
DOI: 10.1680/geot.55.5.345.66022(Journal) (5069964-N )
DOI: 10.1680/geot.2005.55.5.345(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069966
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Iai, 55 ,5,355,2005,Generalised scaling relations for dynamic centrifuge tests
DOI: 10.1680/geot.55.5.355.66019(Journal) (5069966-N )
DOI: 10.1680/geot.2005.55.5.355(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069967
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Przewłócki, 55 ,5,363,2005,Review of historical buildings'' foundations
DOI: 10.1680/geot.55.5.363.66017(Journal) (5069967-N )
DOI: 10.1680/geot.2005.55.5.363(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069968
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Collins, 55 ,5,373,2005,The concept of stored plastic work or frozen elastic energy in soil mechanics
DOI: 10.1680/geot.55.5.373.66023(Journal) (5069968-N )
DOI: 10.1680/geot.2005.55.5.373(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069969
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Houlsby, 55 ,5,383,2005,Elastic moduli of soils dependent on pressure: a hyperelastic formulation
DOI: 10.1680/geot.55.5.383.66021(Journal) (5069969-N )
DOI: 10.1680/geot.2005.55.5.383(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069973
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Hird, 55 ,5,393,2005,Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities
DOI: 10.1680/geot.55.5.393.66016(Journal) (5069973-N )
DOI: 10.1680/geot.2005.55.5.393(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069975
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: Yang, 55 ,5,409,2005,Rayleigh surface waves in an idealised partially saturated soil
DOI: 10.1680/geot.55.5.409.66018(Journal) (5069975-N )
DOI: 10.1680/geot.2005.55.5.409(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069979
CauseID: 1387457523
OtherID: 948842687
JT: Géotechnique
MD: null, 55 ,5,418,2005,British PhD Theses: 2004
DOI: 10.1680/geot.55.5.418.66014(Journal) (5069979-N )
DOI: 10.1680/geot.2005.55.5.418(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069984
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Ferreira, 56 ,7,445,2006,Problems in identifying the effects of structure and critical state in a soil with a transitional behaviour
DOI: 10.1680/geot.56.7.445(Journal) (5069984-N )
DOI: 10.1680/geot.2006.56.7.445(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069985
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Cui, 56 ,7,455,2006,Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus
DOI: 10.1680/geot.56.7.455(Journal) (5069985-N )
DOI: 10.1680/geot.2006.56.7.455(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069987
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Puzrin, 56 ,7,483,2006,Inverse long-term stability analysis of a constrained landslide
DOI: 10.1680/geot.56.7.483(Journal) (5069987-N )
DOI: 10.1680/geot.2006.56.7.483(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069988
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Gasparre, 56 ,7,491,2006,Techniques for performing small-strain probes in the triaxial apparatus
DOI: 10.1680/geot.56.7.491(Journal) (5069988-N )
DOI: 10.1680/geot.2006.56.7.491(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5069989
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Merifield, 58 ,6,461,2008,The ultimate undrained resistance of partially embedded pipelines
DOI: 10.1680/geot.2007.00097(Journal) (5069989-N )
DOI: 10.1680/geot.2008.58.6.461(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5069990
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Tan, 58 ,6,481,2008,Finite element verification of an enhanced limit equilibrium method for slope analysis
DOI: 10.1680/geot.2007.00084(Journal) (5069990-N )
DOI: 10.1680/geot.2008.58.6.481(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069991
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Fannin, 56 ,7,497,2006,Observations on internal stability of cohesionless soils
DOI: 10.1680/geot.56.7.497(Journal) (5069991-N )
DOI: 10.1680/geot.2006.56.7.497(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5069992
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Michalowski, 58 ,6,489,2008,Limit analysis with anisotropic fibre-reinforced soil
DOI: 10.1680/geot.2007.00055(Journal) (5069992-N )
DOI: 10.1680/geot.2008.58.6.489(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069993
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Einav, 56 ,7,501,2006,Effect of strain rate on mobilised strength and thickness of curved shear bands
DOI: 10.1680/geot.56.7.501(Journal) (5069993-N )
DOI: 10.1680/geot.2006.56.7.501(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069994
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Kodikara, 56 ,7,505,2006,Numerical evaluation of side resistance of tapered piles in mudstone
DOI: 10.1680/geot.56.7.505(Journal) (5069994-N )
DOI: 10.1680/geot.2006.56.7.505(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5069998
CauseID: 1387457536
OtherID: 948834233
JT: Géotechnique
MD: Rowe, 58 ,6,503,2008,Hydraulic conductivity to Jet-A1 of GCLs after up to 100 freeze–thaw cycles
DOI: 10.1680/geot.2007.00002(Journal) (5069998-N )
DOI: 10.1680/geot.2008.58.6.503(Journal)
==========================================================

Created: 2015-11-23 10:06:07.0
ConfID: 5069999
CauseID: 1387457533
OtherID: 948839762
JT: Géotechnique
MD: Teachavorasinskun, 56 ,7,511,2006,Local hydraulic resistance of compacted sand—bentonite mixture
DOI: 10.1680/geot.56.7.511(Journal) (5069999-N )
DOI: 10.1680/geot.2006.56.7.511(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5070000
CauseID: 1387457538
OtherID: 948834136
JT: Géotechnique
MD: Klar, 58 ,7,581,2008,Load–displacement solutions for piles and shallow foundations based on deformation fields and energy conservation
DOI: 10.1680/geot.2007.00128(Journal) (5070000-N )
DOI: 10.1680/geot.2008.58.7.581(Journal)
==========================================================

Created: 2015-11-23 10:06:13.0
ConfID: 5070001
CauseID: 1387457538
OtherID: 948834136
JT: Géotechnique
MD: Jung, 58 ,7,591,2008,Probabilistic soil identification based on cone penetration tests
DOI: 10.1680/geot.2007.00089(Journal) (5070001-N )
DOI: 10.1680/geot.2008.58.7.591(Journal)
==========================================================

Created: 2015-11-23 10:22:46.0
ConfID: 5070258
CauseID: 1387462099
OtherID: 1384890208
JT: Géotechnique
MD: GRIFFITHS, 65 ,10,824,2015,Another look at the stability of slopes with linearly increasing undrained strength
DOI: 10.1680/geot.14.T.030(Journal) (5070258-N )
DOI: 10.1680/jgeot.14.T.030(Journal)
==========================================================

Created: 2016-08-24 07:29:20.0
ConfID: 5163789
CauseID: 1395677947
OtherID: 948848230
JT: Géotechnique
MD: Charles, 52 ,7,527,2002,Ground improvement: the interaction of engineering science and experience-based technology
DOI: 10.1680/geot.52.7.527.38748(Journal) (5163789-N )
DOI: 10.1680/geot.2002.52.7.527(Journal)
==========================================================

Created: 2020-01-06 10:24:00.0
ConfID: 5569471
CauseID: 1460920572
OtherID: 1359702741
JT: Géotechnique
MD: null, 1 ,1,6,1948,Editorial
DOI: 10.1680/geot.1948.1.1.7(Journal) (5569471-N )
DOI: 10.1680/geot.1948.1.1.6(Journal)
==========================================================

Created: 2021-12-05 11:01:36.0
ConfID: 6375227
CauseID: 1514480867
OtherID: 948844825
JT: Géotechnique
MD: Bommer, 54 ,2,155,2004,Book review
DOI: 10.1680/geot.54.2.155.36338(Journal) (6375227-N )
DOI: 10.1680/geot.2004.54.2.155(Journal)
==========================================================

Created: 2021-12-05 11:01:36.0
ConfID: 6375228
CauseID: 1514480870
OtherID: 948844340
JT: Géotechnique
MD: Charles, 54 ,5,349,2004,Book review
DOI: 10.1680/geot.54.5.349.46718(Journal) (6375228-N )
DOI: 10.1680/geot.2004.54.5.349(Journal)
==========================================================

Created: 2021-12-05 11:01:41.0
ConfID: 6375229
CauseID: 1514480888
OtherID: 948849202
JT: Géotechnique
MD: Norbury, 52 ,2,155,2002,Book review
DOI: 10.1680/geot.52.2.155.40931(Journal) (6375229-N )
DOI: 10.1680/geot.2002.52.2.155(Journal)
==========================================================

Created: 2021-12-05 11:01:41.0
ConfID: 6375230
CauseID: 1514480891
OtherID: 948848952
JT: Géotechnique
MD: Herle, 52 ,3,232,2002,Book review
DOI: 10.1680/geot.52.3.232.41014(Journal) (6375230-N )
DOI: 10.1680/geot.2002.52.3.232(Journal)
==========================================================

Created: 2021-12-05 11:01:42.0
ConfID: 6375231
CauseID: 1514480894
OtherID: 948847770
JT: Géotechnique
MD: Pastor, 52 ,8,579,2002,Modelling tailings dams and mine waste dumps failures
DOI: 10.1680/geot.52.8.579.38834(Journal) (6375231-N )
DOI: 10.1680/geot.2002.52.8.579(Journal)
==========================================================

Created: 2021-12-05 11:01:40.0
ConfID: 6375232
CauseID: 1514480900
OtherID: 948845582
JT: Géotechnique
MD: Chan, 53 ,7,688,2003,Book reviews
DOI: 10.1680/geot.53.7.688.37390(Journal) (6375232-N )
DOI: 10.1680/geot.2003.53.7.688(Journal)
==========================================================

Created: 2021-12-05 11:01:52.0
ConfID: 6375233
CauseID: 1514480914
OtherID: 948852241
JT: Géotechnique
MD: Couples, 51 ,2,193,2001,Book reviews
DOI: 10.1680/geot.51.2.193.40293(Journal) (6375233-N )
DOI: 10.1680/geot.2001.51.2.193(Journal)
==========================================================

Created: 2021-12-05 11:01:52.0
ConfID: 6375234
CauseID: 1514480915
OtherID: 948851235
JT: Géotechnique
MD: null, 51 ,4,385,2001,Book review
DOI: 10.1680/geot.51.4.385.39393(Journal) (6375234-N )
DOI: 10.1680/geot.2001.51.4.385(Journal)
==========================================================

Created: 2021-12-06 11:45:15.0
ConfID: 6375361
CauseID: 1514562348
JT: Géotechnique
MD: K. N., 25 ,1,157,1975,Book reviews
DOI: 10.1680/geot.1975.25.1.157(Journal) (6375361-N )
DOI: 10.1680/geot.1975.25.1.157a(Journal)
==========================================================

Created: 2021-12-06 11:47:49.0
ConfID: 6375366
CauseID: 1514562967
JT: Géotechnique
MD: null, 14 ,4,372,1964,Book reviews
DOI: 10.1680/geot.1964.14.4.372a(Journal) (6375366-N )
DOI: 10.1680/geot.1964.14.4.372b(Journal)