Mobilization of Cohesion and Friction Angle of Intact Rocks in the Shearing Process

Author:

Alidaryan M.,Khosravi M. H.,Bahaaddini M.ORCID,Moosavi M.,Roshan H.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference37 articles.

1. Bahaaddini M (2014) Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses. PhD Dissertation, The University of New South Wales, Sydney, Australia

2. Bahaaddini M (2017) Effect of boundary condition on the shear behaviour of rock joints in the direct shear test. Rock Mech Rock Eng 50:1141–1155

3. Bahaaddini M, Sharrock G, Hebblewhite BK, Mitra R (2012) Direct shear tests to model the shear behavior of rock joints by PFC2D. In: 46th U.S. Rock Mechanics/Geomechanics Symposium. Chicago, Illinois. Paper Number: ARMA-2012-457

4. Bahaaddini M, Hagan P, Mitra R, Hebblewhite BK (2013a) Numerical investigation of asperity degradation in the direct shear test of rock joints. In: ISRM International Symposium - EUROCK 2013. Wroclaw, Poland. Paper Number: ISRM-EUROCK-2013-060

5. Bahaaddini M, Sharrock G, Hebblewhite BK (2013b) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Comput Geotech 49:206–225

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