Kinematic-based failure angle analysis for discontinuity-controlled rock slope instabilities: a case study of Ren Yi Peak Cluster in Fusong County, China-Reference-Cited by-同舟云学术

Kinematic-based failure angle analysis for discontinuity-controlled rock slope instabilities: a case study of Ren Yi Peak Cluster in Fusong County, China

Published:2021-12-02 Issue: Volume: Page:
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Yan Jianhua,Chen Jianping,Li Yuchao,Li Zhihai,Zhang Yansong,Zhou Xin,Mehmood Qaiser,Liu Jing,Wang Zhou

Funder

national natural science foundation of china

national key research and development program of china

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-021-05137-2.pdf

Reference28 articles.

1. Aksoy H, Ercanoglu M (2007) Fuzzified kinematic analysis of discontinuity-controlled rock slope instabilities. Eng Geol 89:206–219. https://doi.org/10.1016/j.enggeo.2006.10.007

2. Chen JP, Xiao SF, Wang Q (1995) Three-dimensional network modeling of random fractures. Northeast Normal University Press, Changchun (in Chinese)

3. Cruden DM (1978) Discussion of G. Hocking’s paper A method for distinguishing between single and double plane sliding of tetrahedral wedges. Int J Rock Mech Min Sci Geomech Abstr 15:217

4. Goodman RE (1976) Methods of geological engineering in discontinuous rocks. West Publishing, San Francisco

5. Goodman RE (1989) Introduction to rock mechanics, 2nd edn. Wiley, New York

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