Diffuse and localized deformation of a porous Vosges sandstone in true triaxial conditions - Université Grenoble Alpes Accéder directement au contenu
Communication Dans Un Congrès Année : 2019

Diffuse and localized deformation of a porous Vosges sandstone in true triaxial conditions

Résumé

This work presents an experimental study on the diffuse and localized deformation mechanisms of a high porosity (20%) Vosges sandstone (Eastern France) subjected to different stress paths, orthogonal to the initially isotropic state. The experimental campaign was performed using a high pressure true triaxial apparatus (TTA) in which the three principal stresses are independently controlled. A series of 10 quasi-static, monotonous loading tests was performed at two constant mean stress, in the brittle-ductile transition regime, and at five prescribed Lode angles, from axisymmetric compression (ASC) to axisymmetric extension (ASE), as a measure of the deformation mode. The failure surface in each deviatoric plane and changes in macroscopic measurements, such as dilatancy and deformation band angles, tracked by full field digital image correlation technology, indicate a clear effect of the Lode angle on a transition between the brittle and ductile regime, independent from the total mean stress level.
Fichier principal
Vignette du fichier
Article_Glasgow Couture.pdf (1.37 Mo) Télécharger le fichier
Origine : Fichiers produits par l'(les) auteur(s)

Dates et versions

hal-01965705 , version 1 (15-12-2020)

Identifiants

  • HAL Id : hal-01965705 , version 1

Citer

C. Couture, P. Bésuelle. Diffuse and localized deformation of a porous Vosges sandstone in true triaxial conditions. 7th International Symposium on Deformation Characteristics of Geomaterials (IS-GLASGOW 2019), International Society for Soil Mechanics and Geotechnical Engineering, Jun 2019, Glasgow, United Kingdom. ⟨hal-01965705⟩

Collections

UGA CNRS 3S-R
37 Consultations
76 Téléchargements

Partager

Gmail Facebook X LinkedIn More