Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression-Reference-Cited by-同舟云学术

Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression

Published:2017-09 Issue:9 Volume:17 Page:04017077
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Amirpour Harehdasht Samaneh¹,Karray Mourad²,Hussien Mahmoud N.³,Chekired Mohamed⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

3. 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.

4. Researcher, Institute de Recherche d’Hydro-Quebec (IREQ), Varennes, QC, Canada J3X 1S1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000951

Reference66 articles.

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2. Effect of particle size and strain conditions on the strength of crushed basalt

3. Amirpour Harehdasht S. (2016). “Influence of particle size and gradation on shear strength and dilation behavior of granular materials.” Ph.D. dissertation Univ. de Sherbrooke Sherbrooke Canada.

4. Influence of particle characteristics on granular friction

5. A state parameter for sands

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