Theoretical and numerical analysis of flexural toppling failure in soft-hard interbedded anti-dip rock slopes-Reference-Cited by-同舟云学术

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Theoretical and numerical analysis of flexural toppling failure in soft-hard interbedded anti-dip rock slopes

Published:2023-01 Issue: Volume:312 Page:106923
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Wang Runqing,Zheng Yun,Chen Congxin,Zhang Wei

Funder

National Natural Science Foundation of China

Youth Innovation Promotion Association of the Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference55 articles.

1. Modelling of progressive and instantaneous failures of foliated rock slopes;Adhikary;Rock Mech. Rock. Eng.,2007

2. A study of the mechanism of flexural toppling failure of rock slopes;Adhikary;Rock Mech. Rock. Eng.,1997

3. Assessment of the instability hazard of a granite boulder;Alejano;Nat. Hazards,2010

4. Stability of granite drystone masonry retaining walls: II. Relevant parameters and analytical and numerical studies of real walls;Alejano;Geotechnique.,2012

5. Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches;Alejano;Eng. Geol.,2015

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