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Vol. 62 N° 7 - Géotechnique Juillet 2012 |
Vol. 62 N° 10 - Géotechnique Octobre 2012 |
Vol. 62 N° 11 - Géotechnique Novembre 2012 |
Vol. 62 N° 12 - Géotechnique Décembre 2012 |
Géotechnique, Vol. 62 N° 12. Géotechnique - Décembre 2012
| Titre : | Géotechnique, Vol. 62 N° 12. Géotechnique - Décembre 2012 |
| Type de document : | Bulletin |
| Paru le : | 10/12/2012 |
Dépouillements
Article : texte imprimé
D. M. Potts, Auteur ;
L. Zdravkovic, Auteur
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The concept of a safety factor in the design of geotechnical structures has traditionally been developed within the framework of classical soil mechanics, where the analysis methods for its calculation involve simple limit equilibrium or limit a[...]
Article : texte imprimé
W. W. Sim, Auteur ;
I. Towhata, Auteur ;
S. Yamada, Auteur
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Buried pipelines provide essential services to the urban population, and as a result of their geographical dispersion they remain particularly vulnerable to damage caused by natural disasters. Among many damage mechanisms, the present study addr[...]
Article : texte imprimé
R. Conti, Auteur ;
S. P.G. Madabhushi, Auteur ;
Viggiani, G. M. B., Auteur
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This paper describes an experimental investigation of the behaviour of embedded retaining walls under seismic actions. Nine centrifuge tests were carried out on reduced-scale models of pairs of retaining walls in dry sand, either cantilevered or[...]
Article : texte imprimé
N. A. Gonzalez, Auteur ;
M. Rouainia, Auteur ;
M. Arroyo, Auteur
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Recent studies on London Clay have identified a number of different units in the geological profile, and have highlighted the role of soil structure in mechanical behaviour. In fact, structure is the dominant factor determining the differences i[...]
Article : texte imprimé
Article : texte imprimé
Piled embankments rely upon arching of the embankment material onto underlying piles, thus potentially significantly reducing load on the soft subsoil that more generally prevails beneath the embankment. Finite-element modelling of a piled emban[...]
Article : texte imprimé
Y. Zhao, Auteur ;
H. Zhou, Auteur ;
X. T. Feng, Auteur
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Ring shear tests were carried out on a compacted low-plasticity infilled-joint soil from Beihetan site in China. Different initial water contents (5·0, 9·0 and 13·5%) were considered. It was observed that the failure envelope is linear for the p[...]
Article : texte imprimé
M. L. Talesnick, Auteur ;
H.-W. Xia, Auteur ;
I. D. Moore, Auteur
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Article : texte imprimé
S. D. N. Lourenco, Auteur ;
D. Gallipoli, Auteur ;
C. E. Augarde, Auteur
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