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Failure Mechanisms in Two-layer Undrained Slopes
Canadian Geotechnical Journal ( IF 3.0 ) Pub Date : 2020-10-01 , DOI: 10.1139/cgj-2019-0642
Shuangfeng Guo 1, 2 , D.V. Griffiths 2
Affiliation  

The note presents results of stability analyses of two-layer undrained slopes by the finite element method. The study focuses on the circumstances under which either deep or shallow failure mechani...

中文翻译:

两层不排水边坡破坏机理

本说明介绍了用有限元方法对两层不排水边坡进行稳定性分析的结果。该研究侧重于深部或浅部失效机制在何种情况下...
更新日期:2020-10-01
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