Tension-shear extension criteria used in PFC2D to reveal a brittle failure of rock bridges in rock slopes with stepped joints

Author:

Qin Chang'an,Chen Guoqing,Zhang Guowei

Funder

Chengdu University of Technology

Beijing University of Civil Engineering and Architecture

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference58 articles.

1. Applications of the point estimation method for stochastic rock slope engineering;Miller,2004

2. Geodynamical process and stability control of high rock slope development;Huang;Chin J Rock Mech Engng,2008

3. Experimental study on the effects of unloading normal stress on shear mechanical behaviour of sandstone containing a parallel fissure pair;Zhong;Rock Mech Rock Eng,2020

4. Mechanisms of large-scale landslides in China;Huang;B Eng Geol Environ,2012

5. Step-path failure of rock slopes with intermittent joints;Huang;Landslides,2015

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