Stability analysis of cohesive soil embankment slope based on discrete element method

2020 ◽  
Vol 27 (7) ◽  
pp. 1981-1991
Author(s):  
Guang-ji Xu ◽  
Kun-zhi Zhong ◽  
Jian-wei Fan ◽  
Ya-jing Zhu ◽  
Yu-qing Zhang
2021 ◽  
Vol 209 ◽  
pp. 106-124
Author(s):  
Kojo Atta Aikins ◽  
James B. Barr ◽  
Diogenes L. Antille ◽  
Mustafa Ucgul ◽  
Troy A. Jensen ◽  
...  

2012 ◽  
Vol 170-173 ◽  
pp. 1087-1090
Author(s):  
Wei Bin Yuan ◽  
Cheng Min Ye ◽  
Ji Yao ◽  
Lie De Wang

In recent year, the foundations of the stability analysis of slope were provided by the development of finite element and discrete element method. Using finite element and discrete element method, the stability analysis of three typical slopes of shiwu thorp of Quzhou was carried out. The safety factors of slope profile were obtained. Based on the judgment criterion of slope stability,the slopes stability of shiwu thorp was judged. The results showed that the way to analyze the stability of soil slope is feasible.


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