Volume 36, Issue 4, Pages 531-690 (May 2009) ◄ Previous vol/iss Next vol/iss ►
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1.
Editorial Board
Page IFC
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2.
On the behaviour of liquefied soil
Pages 531-536
Andrzej Sawicki, Jacek Mierczyński
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3.
Automatic substepping integration of the subloading tij model with stress path dependent hardening
Pages 537-548
Márcio M. Farias, Dorival M. Pedroso, Teruo Nakai
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4.
Arbitrary Lagrangian–Eulerian method for dynamic analysis of geotechnical problems
Pages 549-557
M. Nazem, J.P. Carter, D.W. Airey
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5.
Three-dimensional numerical analysis of the keying of vertically installed plate anchors in clay
Pages 558-567
Long Yu, Jun Liu, Xian-jing Kong, Yuxia Hu
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6.
An efficient method for packing polygonal domains with disks for 2D discrete element simulation
Pages 568-576
A.M. Zsaki
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7.
Ionic diffusion and kinetic homogeneous chemical reactions in the pore solution of porous materials with moisture transport
Pages 577-588
B. Johannesson
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8.
Reliability analysis of soil liquefaction based on standard penetration test
Pages 589-596
Sanjay K. Jha, Kiichi Suzuki
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9.
Fabric evolution in a numerical direct shear test
Pages 597-603
W.M. Yan
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10.
Simulation-based calibration of geotechnical parameters using parallel hybrid moving boundary particle swarm optimization
Pages 604-615
Y. Zhang, D. Gallipoli, C.E. Augarde
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11.
Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms
Pages 616-625
H. Ardalan, A. Eslami, N. Nariman-Zadeh
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12.
Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in Boom Clay
Pages 626-640
Bertrand François, Lyesse Laloui, Clément Laurent
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13.
Analysis of water seepage in a pavement system using the particulate approach
Pages 641-654
Kalyani Jeyisanker, Manjriker Gunaratne
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Technical communications
14.
Capability of constitutive models to simulate soils with different OCR using a single set of parameters
Pages 655-664
Václav Hájek, David Mašín, Jan Boháč
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15.
A case study on the behaviour of a deep excavation in sand
Pages 665-675
Bin-Chen Benson Hsiung
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16.
Finite element modeling of the consolidation behavior of multi-column supported road embankment
Pages 676-685
Sari W. Abusharar, Jun-Jie Zheng, Bao-Guo Chen
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Discussion
17.
Discussion of “A simple mathematical model for soil nail and soil interaction analysis” by Wan-Huan Zhou and Jian-Hua Yin [Computers and Geotechnics 35 (2008) 479–488]
Pages 686-687
Feng-Tao Liu, You-Hua Fan, Shu-Wen Jiang
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18.
Reply to “Discussion of a simple mathematical model for soil nail and soil interaction analysis” Computers and Geotechnics 35 (2008) 479–488
Page 688
Wan-Huan Zhou, Jian-Hua Yin
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Corrigendum
19.
Corrigendum to “Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods” [W.B. Wei, Y.M. Cheng, L. Li, Comput. Geotech. 36 (2009) 70–80]
Page 689
W.B. Wei, Y.M. Cheng, L. Li
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