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Etude expérimentale du comportement des sables dans le domaine des faibles déformations (10−4-10−3)
This paper presents an experimental study of the behavior of a sand in the field of low deformations (10−4—10−3). The experimental program includes the realization of small cycles on three loading paths (drained, undrained and at constant mean stress) for various levels of the mean and the deviatoric stresses. Results are used to study the variation of the deformation modulus with the level of deformation, the mean pressure, the deviatoric stress and the direction of the loading. Experimental results can be used for the development and verification of constitutive relations for sand.
Etude expérimentale du comportement des sables dans le domaine des faibles déformations (10−4-10−3)
This paper presents an experimental study of the behavior of a sand in the field of low deformations (10−4—10−3). The experimental program includes the realization of small cycles on three loading paths (drained, undrained and at constant mean stress) for various levels of the mean and the deviatoric stresses. Results are used to study the variation of the deformation modulus with the level of deformation, the mean pressure, the deviatoric stress and the direction of the loading. Experimental results can be used for the development and verification of constitutive relations for sand.
Etude expérimentale du comportement des sables dans le domaine des faibles déformations (10−4-10−3)
Younès, Ahmad (author) / Shahrour, Isam (author)
Revue Française de Génie Civil ; 4 ; 965-975
2000-01-01
11 pages
Article (Journal)
Electronic Resource
Unknown
loading , unloading , constant mean stress , deviator stress , drained , experimental , low deformation , deformation modulus , undrained , mean stress , triaxial , charge , décharge , déviateur , drainé , essays , faibles déformations , module de déformation , non drainé , pression moyenne constante
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