Géotechnique, Vol. 62 N° 6. Géotechnique - Juin 2012
| Titre : | Géotechnique, Vol. 62 N° 6. Géotechnique - Juin 2012 |
| Type de document : | Bulletin |
| Paru le : | 25/06/2012 |
Dépouillements
Article : texte imprimé
A.M. Ramos, Auteur ;
J. E. Andrade, Auteur ;
A. Lizcano, Auteur
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This paper presents a criterion for detecting diffuse (homogeneous) instabilities in granular soils sheared under fully drained conditions. The criterion is based on bifurcation theory and applied to elasto-plasticity by allowing multiple increm[...]
Article : texte imprimé
C. Zwanenburg, Auteur ;
E.J. Den Haan, Auteur ;
G.A.M. Kruse, Auteur
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A trial embankment 6 m high was built on peat in the Netherlands, and brought to failure. The aim was to test whether innovative sensor technology could detect incipient failure in time. However, the data generated also made it possible to condu[...]
Article : texte imprimé
A. M. Puzrin, Auteur ;
A. Schmid, Auteur
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A simple analytical model is proposed to quantify evolution of a creeping landslide stabilised by a retaining wall, or by a natural barrier at the bottom of the sliding mass. Development in time of both the landslide displacements and the earth [...]
Article : texte imprimé
B. L. Amatya, Auteur ;
K. Soga, Auteur ;
P. J. Bourne-Webb, Auteur
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Energy piles are an effective and economic means of using geothermal energy resources for heating and cooling buildings, contributing to legislative requirements for renewable energy in new construction. While such piles have been used for aroun[...]
Article : texte imprimé
G. Anoyatis, Auteur ;
G. Mylonakis, Auteur
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The problem of axial dynamic pile–soil interaction and its analytical representation using the concept of a dynamic Winkler support are revisited. It is shown that depth- and frequency-dependent Winkler springs and dashpots, obtained by dividing[...]
Article : texte imprimé
Article : texte imprimé
N. C. Consoli, Auteur ;
R. Caberlon Cruz, Auteur ;
B. S. Consoli, Auteur
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The present research aims to quantify the influence of the amount of cement, the porosity and the porosity/cement ratio in the assessment of tensile strength and triaxial strength of an artificially cemented sand, as well as in the development o[...]
Article : texte imprimé
David Mašín, Auteur
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A rearrangement of the hypoplastic constitutive equation is proposed that enables the incorporation of an asymptotic state boundary surface of an arbitrary predefined shape into the model, with any corresponding asymptotic strain-rate direction.[...]
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