Géotechnique, Vol. 60 N° 12. Géotechnique - Décembre 2010
| Titre : | Géotechnique, Vol. 60 N° 12. Géotechnique - Décembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 24/01/2011 |
Dépouillements
Article : texte imprimé
R. J. Chandler, Auteur
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This Keynote Paper† summarises and extends earlier work on the characterisation of clays, with particular reference to stiff sedimentary clays. Examples of clay characterisation are given that include the various main geological events, from sed[...]
Article : texte imprimé
B. Simpson, Auteur
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The papers to the Symposium in Print are reviewed, looking in particular for insights and applications available to practising designers.† The papers display the complexity of the behaviour of stiff clays, and the very high level of expertise co[...]
Article : texte imprimé
E. E. Alonso, Auteur ;
J. M. Pereira, Auteur ;
J. Vaunat, Auteur
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Current alternative choices of stress state variables in unsaturated soils are described and compared, with a special focus on the use of an effective stress. Experimental data on stiffness and shear strength evolution with suction suggest that [...]
Article : texte imprimé
H. Mohamad, Auteur ;
P. J. Bennett, Auteur ;
K. Soga, Auteur
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A novel technique of distributed strain sensing is introduced using Brillouin optical time-domain reflectometry to examine the performance of an old masonry tunnel during the construction of a new tunnel beneath it in London. Optical fibres atta[...]
Article : texte imprimé
Article : texte imprimé
V. Sivakumar, Auteur ;
P. Mackinnon, Auteur ;
J. Zaini, Auteur
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The research reported here is based on the standard laboratory experiments routinely performed in order to measure various geotechnical parameters. These experiments require consolidation of fine-grained samples in triaxial or stress path appara[...]
Article : texte imprimé
L. D. O. Trani, Auteur ;
B. Indraratna, Auteur
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The hydraulic conductivity (k) of a fully saturated granular material can be predicted by the well-known Kozeny–Carman formula, and its slightly different variations, based on the porosity (n) and effective diameter (d eff). Most variations of t[...]
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