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                             32 results found
no title author magazine year volume issue page(s) type
1 A general theoretical solution for the consolidation of a composite foundation Xie, Kang-He
 2009
 36 1-2 p. 24-30
7 p.
 article
2 An approximate spring–dashpot artificial boundary for transient wave analysis of fluid-saturated porous media Wang, Zihui
 2009
 36 1-2 p. 199-210
12 p.
 article
3 Application of nonlinear optimization technique to back analyses of deep excavation Tang, Yu-Geng
 2009
 36 1-2 p. 276-290
15 p.
 article
4 A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique Zheng, Hong
 2009
 36 1-2 p. 1-5
5 p.
 article
5 Axial stress–strain relation of encapsulated granular column Wu, Cho-Sen
 2009
 36 1-2 p. 226-240
15 p.
 article
6 Axi-symmetric active earth pressure obtained by the slip line method with a general tangential stress coefficient Liu, F.Q.
 2009
 36 1-2 p. 352-358
7 p.
 article
7 Axisymmetric finite element analysis of pile loading tests Said, I.
 2009
 36 1-2 p. 6-19
14 p.
 article
8 Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from the extension of the Milan underground Migliazza, M.
 2009
 36 1-2 p. 113-124
12 p.
 article
9 Critical contact stiffness concept and simulation of crack generation in particle models of large length-scales Zhao, Chongbin
 2009
 36 1-2 p. 81-92
12 p.
 article
10 Discrete element modelling of drying shrinkage and cracking of soils Peron, H.
 2009
 36 1-2 p. 61-69
9 p.
 article
11 Discrete modelling of rock-ageing in rockfill dams Tran, Thi-Huong
 2009
 36 1-2 p. 264-275
12 p.
 article
12 Displacement based multiple wedge slope stability analysis McCombie, Paul F.
 2009
 36 1-2 p. 332-341
10 p.
 article
13 Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load Cai, Yuanqiang
 2009
 36 1-2 p. 52-60
9 p.
 article
14 Editorial Board 2009
 36 1-2 p. IFC-
1 p.
 article
15 FE-modeling of shear resistance degradation in granular materials during cyclic shearing under CNS condition Tejchman, J.
 2009
 36 1-2 p. 249-263
15 p.
 article
16 Interpretation of strains in torsion shear tests Lade, Poul V.
 2009
 36 1-2 p. 211-225
15 p.
 article
17 Modeling sand response using two-surface plasticity Loukidis, D.
 2009
 36 1-2 p. 166-186
21 p.
 article
18 Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations Kung, Gordon Tung-Chin
 2009
 36 1-2 p. 304-319
16 p.
 article
19 Numerical modelling of fluid flow tests in a rock fracture with a special algorithm for contact areas Koyama, T.
 2009
 36 1-2 p. 291-303
13 p.
 article
20 Numerical simulation of drained triaxial test using 3D discrete element modeling Belheine, N.
 2009
 36 1-2 p. 320-331
12 p.
 article
21 On the use of the generalised effective stress in the constitutive modelling of unsaturated soils Laloui, Lyesse
 2009
 36 1-2 p. 20-23
4 p.
 article
22 Parametric sensitivity analysis of coupled mechanical consolidation and contaminant transport through clay barriers Lewis, T.W.
 2009
 36 1-2 p. 31-40
10 p.
 article
23 RETRACTED: A fast common plane identification algorithm for 3D contact problem Liu, J.
 2009
 36 1-2 p. 41-51
11 p.
 article
24 Seismic rock slope stability charts based on limit analysis methods Li, A.J.
 2009
 36 1-2 p. 135-148
14 p.
 article
25 Seismic vertical uplift capacity of horizontal strip anchors using pseudo-dynamic approach Ghosh, Priyanka
 2009
 36 1-2 p. 342-351
10 p.
 article
26 Soil height randomness influence on seismic response: Case of an Algiers site Badaoui, M.
 2009
 36 1-2 p. 102-112
11 p.
 article
27 Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage Huang, Maosong
 2009
 36 1-2 p. 93-101
9 p.
 article
28 The at-rest earth pressure coefficient prediction using simple elasto-plastic constitutive models Federico, Antonio
 2009
 36 1-2 p. 187-198
12 p.
 article
29 The concept of reference curves for constitutive modelling in soil mechanics Pedroso, Dorival M.
 2009
 36 1-2 p. 149-165
17 p.
 article
30 The effect of strength anisotropy on the bearing capacity of spudcan foundations Liu, Jun
 2009
 36 1-2 p. 125-134
10 p.
 article
31 Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods Wei, W.B.
 2009
 36 1-2 p. 70-80
11 p.
 article
32 Utilization of self-organizing map and fuzzy clustering for site characterization using piezocone data Das, Sarat Kumar
 2009
 36 1-2 p. 241-248
8 p.
 article
                             32 results found
 
 Koninklijke Bibliotheek - National Library of the Netherlands