Géotechnique, Vol. 61 N° 2. Géotechnique - Fevrier 2011
| Titre : | Géotechnique, Vol. 61 N° 2. Géotechnique - Fevrier 2011 |
| Type de document : | Bulletin |
| Paru le : | 10/07/2011 |
Dépouillements
Article : texte imprimé
Article : texte imprimé
D. Loukidis, Auteur ;
R. Salgado, Auteur
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The design of shallow foundations relies on bearing capacity values calculated using empirical procedures that are based in part on solutions obtained using the method of characteristics, which assumes a soil that is perfectly plastic following [...]
Article : texte imprimé
V. Fioravante, Auteur
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The load transfer mechanisms between a pile and a raft with an interposed granular layer have been studied by means of centrifuge physical model tests. The tests were carried out with an instrumented single model pile in two configurations: in d[...]
Article : texte imprimé
W. Y. Tsoi, Auteur ;
K. M. Lee, Auteur
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Lightly cemented scrap rubber tyre chips have been proposed as a ductile, porous and lightweight geomaterial for various engineering applications. Both drained and undrained triaxial compression tests on the material were conducted. Despite the [...]
Article : texte imprimé
Article : texte imprimé
Ching, J., Auteur ;
H. J. Liao, Auteur ;
J.-Y. Lee, Auteur
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This paper gives a brief introduction on the background and current status of rainfall-induced landslides along a mountain road (Route T-18) in Taiwan and presents a detailed analysis based on the Gaussian process model for predicting locations [...]
Article : texte imprimé
K. Krost, Auteur ;
S. M. Gourvenec, Auteur ;
D. J. White, Auteur
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When a pipeline is laid on a soft clay seabed, excess pore pressure is generated. During the subsequent dissipation process, the effective stress at the pipe–soil interface and the available axial pipe–soil resistance rise. This ‘set-up' of axia[...]
Article : texte imprimé
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