Time-Dependent Mechanical Behavior of a Granular Medium Used in Laboratory Investigations-Reference-Cited by-同舟云学术

Time-Dependent Mechanical Behavior of a Granular Medium Used in Laboratory Investigations

Published:2009-01 Issue:1 Volume:9 Page:1-8
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ghiabi Hani¹²,Selvadurai A. P.¹²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Room 492, Macdonald Engineering Bldg., 817 Sherbrooke St. West, Montreal PQ, Canada H3A 2K6.

2. William Scott Professor and James McGill Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Rm. 492, Macdonald Engineering Bldg., 817 Sherbrooke St. West, Montreal PQ, Canada H3A 2K6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A1%281%29

Reference30 articles.

1. Viscous effects on the stress-strain behavior of gravelly soil in drained triaxial compression;AnhDan L.;Geotech. Test. J.,2006

2. Cheng Y. P. White D. J. Bowman E. T. Bolton M. D. and Soga K. (2001). “The observation of soil microstructure under load.” Proc. 4th Int. Conf. on Micromechanics of Granular Media (Powders & Grains) Sendai Japan Balkema Rotterdam 69–72.

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