Investigation of the block toppling evolution of a layered model slope by centrifuge test and discrete element modeling-Reference-Cited by-同舟云学术

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Investigation of the block toppling evolution of a layered model slope by centrifuge test and discrete element modeling

Published:2024-01 Issue:1 Volume:16 Page:112-122
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Jin Leilei,Dong Hongkai,Ye Fei^ORCID,Wei Yufeng,Liu Jianfeng,Wang Changkui

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

National Key Scientific Instrument and Equipment Development Projects of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference26 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. A two-dimensional limit equilibrium computer code for analysis of complex toppling slope failures;Ardestani;J. Rock Mech. Geotech. Eng.,2021

4. Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure;Azarafza;Comput. Geotech.,2020

5. Discontinuous rock slope stability analysis by limit equilibrium approaches - a review;Azarafza;Int. J. Digit. Earth.,2021

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of the anchor angle on the seismic response of anchored stabilizing piles: Centrifuge modeling tests;Soil Dynamics and Earthquake Engineering;2024-05

2. Block-flexure toppling failure of rock slopes using an equivalent deformation compatibility method;Journal of Rock Mechanics and Geotechnical Engineering;2024-04

3. Numerical study on flexural toppling failure of rock slopes using the finite discrete element method;Bulletin of Engineering Geology and the Environment;2024-03-13

4. Application of Discrete Element Particle-Based Method to Simulate Toppling Failure: A Case Study;Geotechnical and Geological Engineering;2024-02-24

5. Evaluation of Deformation Pattern and Safety Stability of Road Embankment on Sloping Foundation;Atlantis Highlights in Engineering;2024

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