Géotechnique, Vol. 62 N° 5. Géotechnique - Mai 2012
| Titre : | Géotechnique, Vol. 62 N° 5. Géotechnique - Mai 2012 |
| Type de document : | Bulletin |
| Paru le : | 25/06/2012 |
Dépouillements
Article : texte imprimé
S. M. Dasaka, Auteur ;
J.-M. Zhang, Auteur
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The founding depths of pile foundations depend primarily on the loading conditions of the superstructure and the strength of subsoil. The depth of Grade III weathered rock, the top of completely decomposed granite (CDG), and standard penetration[...]
Article : texte imprimé
A. M. Marshall, Auteur ;
R. Farrell, Auteur ;
A. Klar, Auteur
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This paper examines the effect that tunnel size, depth and volume loss have on greenfield soil displacements above tunnels in sandy ground. The results of a series of plane-strain centrifuge tests performed on tunnels in a dry silica sand are ex[...]
Article : texte imprimé
C.T. Gan, Auteur ;
C. F. Leung, Auteur ;
M. J. Cassidy, Auteur
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Mobile drilling platforms often return to sites where previous installation, operation and extraction have formed footprints on the seabed. Owing to soil consolidation during the jack-up operational period and the intervening period before reins[...]
Article : texte imprimé
E. Frossard, Auteur ;
W. Hu, Auteur ;
C. Dano, Auteur
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The shear strength of coarse granular materials, widely used in civil works such as rockfill in dam construction, is seldom measured because of severe practical experimental limitations. This paper presents an original method for evaluating the [...]
Article : texte imprimé
J.A. Smethurst, Auteur ;
D. Clarke, Auteur ;
W. Powrie, Auteur
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Seasonal cycles of soil water content cause shrinking and swelling in clay soils, which can in turn contribute to strain-softening and progressive slope failure. This paper presents and analyses six years of field measurements of soil water cont[...]
Article : texte imprimé
S. L. Chen, Auteur ;
Y. N. Abousleiman, Auteur
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This paper presents an exact semi-analytical analysis for cylindrical cavity expansion in modified Cam Clay critical state soil under the undrained condition. By assuming small-strain deformation in the elastic region and large-strain deformatio[...]
Article : texte imprimé
C. S. Ku, Auteur ;
C. H. Juang, Auteur
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Simplified procedures have been widely accepted and used in practice for assessing cyclic liquefaction resistance of sands. Extension of the simplified procedures for assessing liquefaction resistance of fine-grained soils has not achieved the s[...]
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