Progressive failure and quantitative stability analysis of rock slope with cross-type discrete fracture network using spring-based smoothed particle hydrodynamics method-Reference-Cited by-同舟云学术

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Progressive failure and quantitative stability analysis of rock slope with cross-type discrete fracture network using spring-based smoothed particle hydrodynamics method

Published:2024-10 Issue: Volume:105 Page:25-43
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Kou Huanjia,Shi Zhenming,Lu Guangyin,Zhu Ziqiang,Xia Chengzhi,Shen Danyi,Meng Shaoqiang

Publisher

Elsevier BV

Reference77 articles.

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

2. Variability effect of strength and geometric parameters on the stability factor of failure surfaces of rock slope by numerical analysis;Ahmed;Arab. J. Geosci.,2020

3. A slope movement in a complex rock formation: Deformation measurements and DEM modelling;Assefa;Eng. Geol.,2017

4. A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event;Bao;Eng. Geol.,2023

5. The Q-slope method for rock slope engineering;Bar;Rock. Mech. Rock. Eng.,2017

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