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Vol. 20 N°3 - Géotechnique Septembre 1970 |
Vol. 20 N°2 - Géotechnique Juin 1970 |
Vol. 20 N°1 - Géotechnique Mars 1970 |
Vol. 19 N°3 - Géotechnique Septembre 1969 |
Géotechnique, Vol. 39 N°4. Géotechnique - Decembre 1989
| Titre : | Géotechnique, Vol. 39 N°4. Géotechnique - Decembre 1989 |
| Type de document : | Bulletin |
| Paru le : | 18/06/2007 |
Dépouillements
Article : texte imprimé
M. D. Bolton, Auteur ;
J. M. R. Wilson, Auteur
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The dynamic properties of dry Leighton Buzzard sand have been investigated using a resonant column test apparatus. These data are compared with very low frequency cyclic tests on identical specimens of sand. The comparison indicates that the pro[...]
Article : texte imprimé
L. Rothenburg, Auteur ;
R. J. Bathurst, Auteur
|
Development of induced anisotropy during shear deformation of plane granular assemblies is inves- tigated by introducing statistical characteristics of fabric and contact forces. The introduced micro-structural parameters are explicitly related [...]
Article : texte imprimé
S. Prapaharan, Auteur ;
J. L. Chameau, Auteur ;
R. D. Holtz, Auteur
|
A method is presented for evaluating the effect of strain rate on pressuremeter tests. It can analyse the combined effects of higher strain rate and variation of strain rate across the soil mass on the undrained strength derived from pressuremet[...]
Article : texte imprimé
J. Pastor, Auteur ;
S. Turgeman, Auteur ;
C. Avallet, Auteur
|
The phenomenon of gravitational burying of solid bodies laid on a silty or clayey sedimentary sea bed is largely due to the plastic flow of the material composing this sea bed. Consequently it can be rationally quantified in the theoretical fram[...]
Article : texte imprimé
P. L. Bourdeau, Auteur ;
M. E. Harr, Auteur
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The response of loose cohesionless soils to surface applied loads is investigated from the viewpoint of the probabilistic mechanics of particulate media. A model is proposed that is based on the combination of the diffusion of intergranular forc[...]
Article : texte imprimé
S. A. Aiban, Auteur ;
D. Znidarčić, Auteur
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This paper presents a comparison between the constant head and flow pump experimental techniques for evaluating the permeability of soils. The specimens used in both methods were prepared in the laboratory under controlled conditions to ensure r[...]
Article : texte imprimé
J. Feda, Auteur
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The Author uses experimental data from four types of soils to analyse, in terms of effective stresses, distortional and volumetric creep on the basis of rate process theory. Both types of creep are governed by the same creep laws. In the course [...]
Article : texte imprimé
M. R. Coop, Auteur ;
C. P. Wroth, Auteur
|
An instrumented model pile was used to investigate the fundamental behaviour of driven cylindrical steel piles, in clay soils. Data are described from two test-bed sites, one with heavily over-consolidated clay, and one with normally consoli-dat[...]
Article : texte imprimé
W. H. Craig, Auteur
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Article : texte imprimé
I. F. Symons, Auteur ;
P. Tedd, Auteur
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Article : texte imprimé
A. Federico, Auteur
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Article : texte imprimé
S. M. Rao, Auteur ;
A. Sridharan, Auteur ;
S. Chandrakaran, Auteur
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Article : texte imprimé
C. R. Bates, Auteur
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Article : texte imprimé
Houlsby, G. T., Auteur ;
R. Hitchman, Auteur
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