Numerical and experimental direct shear tests for coarse-grained soils

Author:

Bagherzadeh-Khalkhali Ahad,Mirghasemi Ali Asghar

Publisher

Elsevier BV

Subject

General Chemical Engineering,General Materials Science

Reference19 articles.

1. Bagherzadeh-khalkhali, A., & Mirghasemi, A. A. (2004). Investigation of microscopic behavior of particles in direct shear test. In 57th Canadian geotechnical and 5th joint CGS/IAH-CNC conference, Canada.

2. Bathurst, R. J. (1985). A study of stress and anisotropy in idealized granular assemblies (p. 219). Doctoral dissertation, Department of Civil Engineering, Queen’s University, Kingston, Ontario.

3. Chantawarangul, K. (1993). Numerical simulations of three-dimensional granular assembliess (p. 219). Doctoral dissertation, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada.

4. The influence of confining pressure on the shear strength of compacted rockfill;Charles;Géotechnique,1980

5. Cundall, P. A., Marti, J., Beresford, P., Last, N., & Asgain, M. (1978). Computer modelling of jointed rock masses. Technical Report N-76-4, Dames and Moore.

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