Géotechnique, Vol. 60 N° 10. Géotechnique - Octobre 2010
| Titre : | Géotechnique, Vol. 60 N° 10. Géotechnique - Octobre 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
M. Karstunen, Auteur ;
Z.-Y. Yin, Auteur
|
This paper investigates the time-dependent behaviour of Murro test embankment in Finland. The embankment was built in 1993 on a soft natural clay deposit, which exhibits large strain anisotropy, destructuration and viscosity. The study is based [...]
Article : texte imprimé
K. K. Sorensen, Auteur ;
B. A. Baudet, Auteur ;
B. Simpson, Auteur
|
This paper attempts to bridge the gap between the well-known characteristics of strain rate-independent elastic stiffness and of the time-dependent behaviour of clays at large strains. Effects of acceleration, strain rate and ageing are examined[...]
Article : texte imprimé
A. Klar, Auteur ;
K. Soga, Auteur ;
M. Y. A. Ng, Auteur
|
Methane hydrate is estimated to be present in substantial amounts below deep sea floors. Particular scientific and engineering interests that encourage studies of mechanical behaviour of methane hydrate soils include submarine geohazards, such a[...]
Article : texte imprimé
G. Qu, Auteur ;
S. D. Hinchberger, Auteur ;
K. Y. Lo, Auteur
|
In this paper, generalised elastic-viscoplastic (EVP) theory combined with a power law is used to derive simplified equations relating undrained shear strength and preconsolidation pressure to strain rate. An additional equation is derived relat[...]
Article : texte imprimé
A. P. S. Santos, Auteur ;
N. C. Consoli, Auteur ;
B. A. Baudet, Auteur
|
Fibres can be an effective means of reinforcing soils. This paper presents data from laboratory triaxial tests on quartzitic sand reinforced with polypropylene fibres. By keeping the studied composite consistent throughout the study (host sand a[...]
Article : texte imprimé
K. Georgiadis, Auteur
|
An analytical upper-bound plasticity solution is presented for the calculation of the undrained bearing capacity of strip footings on or near slopes. Typical results, presented in terms of the undrained bearing capacity factor, are shown to be i[...]
Article : texte imprimé
P. G. Joseph, Auteur
|
This note models monotonic soil shear as a dynamical system. It provides additional information to support the hypothesis that for monotonic soil shear, the rates of change of the shear stress, effective normal stress and void ratio are proporti[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
