Feasibility Analysis on the Support of Rock Slopes Against Flexural Toppling Failure Using the DDA Method-A Case Study-Reference-Cited by-同舟云学术

Feasibility Analysis on the Support of Rock Slopes Against Flexural Toppling Failure Using the DDA Method-A Case Study

Published:2022-08-01 Issue:9 Volume:26 Page:3847-3862
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Gong Wen Jun,Tao Zhi Gang,He Man Chao,Hou Hui Jun

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-2331-3.pdf

Reference38 articles.

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2. Adhikary DP, Dyskin AV, Jewell RJ, Stewart DP (1997) A study of the mechanism of flexural toppling failure of rock slopes. Rock Mechanics and Rock Engineering 30(2):75–93, DOI: https://doi.org/10.1007/bf01020126

3. Alzoubi AK, Martin CD, Cruden DM (2010) Influence of tensile strength on toppling failure in centrifuge tests. International Journal of Rock Mechanics & Minning Sciences 47:974–982, DOI: https://doi.org/10.1016/j.ijrmms.2010.05.011

4. Aydan O, Kawamoto T (1992) The stability of slopes and underground openings against flexural toppling and their stabilization. Rock Mechanics and Rock Engineering 25(3):143–165, DOI: https://doi.org/10.1007/BF01019709

5. Aydan O, Kyoya T, Ichikawa Y, Kawamoto T (1988) flexural toppling failures in slopes and underground openings. Proceedings of 9th West Japan Symp., Rock Engineering, Kumamoto, Japan

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