Numerical study on the shear behavior of concrete-rock joints with similar triangular asperities

Author:

Yang Kaixuan,Hu Qian,Zhao Heng,Zhao Minghua,Zhou Shuai

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures;Asadi;Rock Mech. Rock Eng.,2012

2. Influence of concrete-rock bonds and roughness on the shear behavior of concrete-rock interfaces under low normal loading, experimental and numerical analysis;Badika;Appl. Sci.,2022

3. Effect of boundary condition on the shear behaviour of rock joints in the direct shear test;Bahaaddini;Rock Mech. Rock Eng.,2017

4. Numerical direct shear tests to model the shear behaviour of rock joints;Bahaaddini;Comput. Geotech.,2013

5. Scale effect on the shear behaviour of rock joints based on a numerical study;Bahaaddini;Eng. Geol.,2014

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