Géotechnique, Vol. 61 N° 9. Géotechnique - Septembre 2011
| Titre : | Géotechnique, Vol. 61 N° 9. Géotechnique - Septembre 2011 |
| Type de document : | Bulletin |
| Paru le : | 17/11/2011 |
Dépouillements
Article : texte imprimé
M. L. Talesnick, Auteur ;
H.-W. Xia, Auteur ;
I. D. Moore, Auteur
|
An understanding of the stress distributions that act on buried pipes plays a key role in the development and use of design methods for these structures. The radial stresses that develop on buried flexible pipes have been investigated by a numbe[...]
Article : texte imprimé
E. Garini, Auteur ;
G. Gazetas, Auteur ;
I. Anastasopoulos, Auteur
|
Sliding of a rigid mass supported on an inclined, seismically shaking plane serves as a conceptual and computational model for a variety of problems in geotechnical earthquake engineering. A series of parametric analyses are presented in the pap[...]
Article : texte imprimé
W. A. Take, Auteur ;
M. D. Bolton, Auteur
|
Centrifuge tests have been carried out on kaolin clay slopes subject to variations in surface rainfall and humidity corresponding, at model scale, to successive wet and dry seasons in the field. These model slopes have been instrumented with min[...]
Article : texte imprimé
A. Sadrekarimi, Auteur ;
S. M. Olson, Auteur
|
The friction angle is the most important parameter used for analysing the response of sands to loading. However, its variation with stress level, fabric and particle damage has been debated. This study examines the yield and critical state frict[...]
Article : texte imprimé
A. M. Puzrin, Auteur ;
J. Tront, Auteur ;
A. Schmid, Auteur
|
This feasibility study examines the use of in situ microbial gas production to engineer the consolidation properties of clayey soils by changing the settlement–time profile. A simple analytical model has been proposed to assess the swelling of t[...]
Article : texte imprimé
F. Zabala, Auteur ;
E. E. Alonso, Auteur
|
The material point method, which combines features of finite-element and particle discretisation methods, has been extended to solve coupled flow-deformation problems in granular media. The method is applied to simulate the construction and fail[...]
Article : texte imprimé
S. Yimsiri, Auteur ;
K. Soga, Auteur
|
An experimental study of the cross-anisotropic elastic parameters was performed on two heavily overconsolidated clays: London Clay and Gault Clay. The study utilised a special triaxial testing apparatus that incorporates local strain measuring s[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
