ISSN 0008-3674
Centrifuge modelling of soil slopes containing model plant roots
R. Sonnenberg, M.F. Bransby, A.G. Bengough, P.D. Hallett, M.C.R. Davies
1-17
New method to determine proper strain rate for constant rate-of-strain consolidation tests
A. Tolga Ozer, Evert C. Lawton, Steven F. Bartlett
18-26
Probabilistic version of the Robertson and Wride method for liquefaction evaluation: development and application
Chih-Sheng Ku, C. Hsein Juang, Chi-Wen Chang, Jianye Ching
27-44
A new theoretical method to evaluate the internal stability of granular soils
Nicola Moraci, Maria Clorinda Mandaglio, Domenico Ielo
45-58
Deep cavity flow mechanism of pipe penetration in clay
Kee Kiat Tho, Chun Fai Leung, Yean Khow Chow, Andrew Clennel Palmer
59-69
Evaluation of uplift interpretation criteria for drilled shafts in gravelly soils
Yit-Jin Chen, Tsu-Hung Chu
70-77
Active pressure on gravity walls supporting purely frictional soils
D. Loukidis, R. Salgado
78-97
Modified state-surface approach to the study of unsaturated soil behavior. Part III: Modeling of coupled hydromechanical effect
Xiong Zhang, Robert L. Lytton
98-120
Discussion of “Influence of particle size on the correlation between shear wave velocity and cone tip resistance
Peter K. Robertson
121-123
Reply to the discussion by P.K. Robertson on “Influence of particle size on the correlation between shear wave velocity and cone tip resistance
Mourad Karray, Yannic Ethier
124-128