págs. 705-715
Foundation design for the Emirates Twin Towers, Dubai
A. J. Davids, H. G. Poulos
págs. 716-730
F. Masrouri, O. Cuisinier
págs. 731-741
Computer simulation of the dynamic layered soil-pile-structure interaction system
P. Li, X. Lu, B. Chen, Yueqing Chen
págs. 742-751
Response of a landfill drainage pipe buried in a trench
R. P. Krushelnitzky, R. W. I. Brachman
págs. 752-762
págs. 763-779
págs. 780-786
K. Sassa, Y. Okada, H. Fukuoka
págs. 787-803
págs. 804-811
Constitutive modeling of gassy sand behaviour
J. L. H. Grozic
págs. 812-829
A critical-state constitutive model for liquefiable sand
S. M. R. Imam, N. R. Morgenstern
págs. 830-855
Regression model for evaluating liquefaction potential by discriminant analysis of the SPT N value
M.-J. Hsieh, S.-Y. Lai, P.-S. Lin
págs. 856-875
Performance of cement-stabilized retaining walls
M. A. Ismail
págs. 876-891
Initiation of static liquefaction and the role of K~0 consolidation
L. Tshabalala, A. B. Fourie
págs. 892-906
J. K. Torrance, M. Geertsema
págs. 907-918
Behaviour of debris flows located in a mountainous torrent on the Ohya landslide, Japan
S. Tsuchiya, F. Imaizumi
págs. 919-931
págs. 932-948
págs. 949-956
págs. 957-963
Determination of ground reaction curve for hyperbolic soil model using the hodograph method
S. Mitaim, E. Detournay
págs. 964-968
págs. 969-970
Reply to the discussion by Mesri on "Viscous behaviour of St-Roch-de-l'Achigan clay, Quebec"
M. E. S. Marques
pág. 971
Discussion of "An oedometer test study on the preconsolidation stress of glaciomarine clays"
R. V. Clementino
págs. 972-974
J. L. H. Grozic
págs. 975-976
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