Volume 36, Issues 1-2, Pages 1-358 (January-March 2009) ◄ Previous vol/iss Next vol/iss ►
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1.
Editorial Board
Page IFC
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2.
A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique
Pages 1-5
Hong Zheng, Guanhua Sun, Defu Liu
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3.
Axisymmetric finite element analysis of pile loading tests
Pages 6-19
I. Said, V. De Gennaro, R. Frank
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4.
On the use of the generalised effective stress in the constitutive modelling of unsaturated soils
Pages 20-23
Lyesse Laloui, Mathieu Nuth
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5.
A general theoretical solution for the consolidation of a composite foundation
Pages 24-30
Kang-He Xie, Meng-Meng Lu, An-Feng Hu, Guo-Hong Chen
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6.
Parametric sensitivity analysis of coupled mechanical consolidation and contaminant transport through clay barriers
Pages 31-40
T.W. Lewis, P. Pivonka, S.G. Fityus, D.W. Smith
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7.
A fast common plane identification algorithm for 3D contact problem
Pages 41-51
J. Liu, Q.D. Geng, X.J. Kong
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8.
Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load
Pages 52-60
Yuanqiang Cai, Zhigang Cao, Honglei Sun, Changjie Xu
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9.
Discrete element modelling of drying shrinkage and cracking of soils
Pages 61-69
H. Peron, J.Y. Delenne, L. Laloui, M.S. El Youssoufi
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10.
Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods
Pages 70-80
W.B. Wei, Y.M. Cheng, L. Li
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11.
Critical contact stiffness concept and simulation of crack generation in particle models of large length-scales
Pages 81-92
Chongbin Zhao, B.E. Hobbs, A. Ord, Shenglin Peng
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12.
Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage
Pages 93-101
Maosong Huang, Cang-Qin Jia
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13.
Soil height randomness influence on seismic response: Case of an Algiers site
Pages 102-112
M. Badaoui, M.K. Berrah, A. Mebarki
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14.
Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from the extension of the Milan underground
Pages 113-124
M. Migliazza, M. Chiorboli, G.P. Giani
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15.
The effect of strength anisotropy on the bearing capacity of spudcan foundations
Pages 125-134
Jun Liu, Yuxia Hu
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16.
Seismic rock slope stability charts based on limit analysis methods
Pages 135-148
A.J. Li, A.V. Lyamin, R.S. Merifield
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17.
The concept of reference curves for constitutive modelling in soil mechanics
Pages 149-165
Dorival M. Pedroso, Daichao Sheng, Jidong Zhao
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18.
Modeling sand response using two-surface plasticity
Pages 166-186
D. Loukidis, R. Salgado
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19.
The at-rest earth pressure coefficient prediction using simple elasto-plastic constitutive models
Pages 187-198
Antonio Federico, Gaetano Elia, Agnese Murianni
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20.
An approximate spring–dashpot artificial boundary for transient wave analysis of fluid-saturated porous media
Pages 199-210
Zihui Wang, Chenggang Zhao, Liang Dong
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21.
Interpretation of strains in torsion shear tests
Pages 211-225
Poul V. Lade, Jungman Nam, Won Pyo Hong
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22.
Axial stress–strain relation of encapsulated granular column
Pages 226-240
Cho-Sen Wu, Yung-Shan Hong, Hsien-Chin Lin
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23.
Utilization of self-organizing map and fuzzy clustering for site characterization using piezocone data
Pages 241-248
Sarat Kumar Das, Prabir Kumar Basudhar
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24.
FE-modeling of shear resistance degradation in granular materials during cyclic shearing under CNS condition
Pages 249-263
J. Tejchman, E. Bauer
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25.
Discrete modelling of rock-ageing in rockfill dams
Pages 264-275
Thi-Huong Tran, Romain Vénier, Bernard Cambou
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26.
Application of nonlinear optimization technique to back analyses of deep excavation
Pages 276-290
Yu-Geng Tang, Gordon Tung-Chin Kung
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27.
Numerical modelling of fluid flow tests in a rock fracture with a special algorithm for contact areas
Pages 291-303
T. Koyama, B. Li, Y. Jiang, L. Jing
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28.
Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations
Pages 304-319
Gordon Tung-Chin Kung, Chang-Yu Ou, C. Hsein Juang
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29.
Numerical simulation of drained triaxial test using 3D discrete element modeling
Pages 320-331
N. Belheine, J.-P. Plassiard, F.-V. Donzé, F. Darve, A. Seridi
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30.
Displacement based multiple wedge slope stability analysis
Pages 332-341
Paul F. McCombie
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Technical Communications
31.
Seismic vertical uplift capacity of horizontal strip anchors using pseudo-dynamic approach
Pages 342-351
Priyanka Ghosh
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32.
Axi-symmetric active earth pressure obtained by the slip line method with a general tangential stress coefficient
Pages 352-358
F.Q. Liu, J.H. Wang, L.L. Zhang
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