DEM Simulation of Direct Shear: 2. Grain Boundary and Mineral Grain Strength Component Influence on Shear Rupture-Reference-Cited by-同舟云学术

DEM Simulation of Direct Shear: 2. Grain Boundary and Mineral Grain Strength Component Influence on Shear Rupture

Published:2013-11-02 Issue:5 Volume:47 Page:1673-1692
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Bewick R. P.,Kaiser P. K.,Bawden W. F.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-013-0494-4.pdf

Reference15 articles.

1. Bewick RP, Valley B, Kaiser PK (2012) Effect of grain scale geometric heterogeneity on tensile stress generation in rock loaded in compression. In: 46th US Rock Mechanics/Geomechanics Symposium. Chicago, June 24–27

2. Bewick RP, Kaiser PK, Bawden WF (2013) DEM simulation of direct shear: 1. Constant normal stress boundary conditions. Rock Mech Rock Eng. doi: 10.1007/s00603-013-0490-8

3. Cresswell AW, Barton ME (2003) Direct shear tests on an uncemented, and a very slightly cemented, locked sand. Q J Eng Geol Hydrogeol 36:119–132

4. Deere DU (1968) Geological considerations. In: Stagg KG, Zienkiewicz OC (eds) Rock mechanics in engineering practice. Wiley, London

5. Dusseault MB, Morgenstern NR (1978) Shear strength of Athabasca Oil Sands. Can Geotech J 15:216–238

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