Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression
| Author(s): |
Samaneh Amirpour Harehdasht
(Postdoctoral Fellow, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.)
Mourad Karray (Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).) Mahmoud N. Hussien (Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut, Egypt; Postdoctoral Fellow, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.) Mohamed Chekired (Researcher, Institute de Recherche d’Hydro-Quebec (IREQ), Varennes, QC, Canada J3X 1S1.) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Geomechanics, September 2017, n. 9, v. 17 |
| Page(s): | 04017077 |
| DOI: | 10.1061/(asce)gm.1943-5622.0000951 |
- About this
data sheet - Reference-ID
10605648 - Published on:
08/05/2021 - Last updated on:
08/05/2021
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