New energy criterion for rock slope excavation-induced failure based on catastrophe theory: methodology and applications-Reference-Cited by-同舟云学术

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New energy criterion for rock slope excavation-induced failure based on catastrophe theory: methodology and applications

Published:2024-03-25 Issue:4 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhou Zihan,Zhou Yu,Chen Zhonghui

Funder

National Natural Science Foundation of China

Postdoctoral Research Foundation of China

Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03617-w.pdf

Reference44 articles.

1. Bishop A (1995) The use of the slip circle in the stability analysis of slopes. Geotechnique 15:62–65

2. Cai M, Kong G, Jia L (1997) Criterion of energy catastrophe for rock project system failure in underground engineering. J Univ Sci Technol B 19:325–328

3. Chen Q, Bai B, Wang H, Li X (2021) Dissipated energy as the evaluation index for the double reduction method. Int J Geomech 21:06021012

4. Chen X, Tang M, Tang C (2022) Effect of confining pressure on the damage evolution and failure behaviors of intact sandstone samples during cyclic disturbance. Rock Mech Rock Eng 55:19–33

5. Cheng Y, Lansivaara T, Wei WB (2007) Two-dimensional slope analysis by limit equilibrium and strength reduction methods. Comput Geotech 34:137–150

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