Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method

2011 ◽  
Vol 38 (2) ◽  
pp. 187-195 ◽  
Author(s):  
R.P. Chen ◽  
L.J. Tang ◽  
D.S. Ling ◽  
Y.M. Chen
Keyword(s):  
Stability Analysis ◽  
Discrete Element Method ◽  
Discrete Element ◽  
Face Stability ◽  
Sandy Ground ◽  
Element Method

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
Keyword(s):  
Stability Analysis ◽  
Discrete Element Method ◽  
Cohesive Soil ◽  
Discrete Element ◽  
Embankment Slope ◽  
Element Method

Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element

2012 ◽  
Vol 170-173 ◽  
pp. 1087-1090
Author(s):  
Wei Bin Yuan ◽  
Cheng Min Ye ◽  
Ji Yao ◽  
Lie De Wang
Keyword(s):  
Finite Element ◽  
Stability Analysis ◽  
Slope Stability ◽  
Discrete Element Method ◽  
Discrete Element ◽  
Soil Slope ◽  
Safety Factors ◽  
Mountain Slope ◽  
The Stability ◽  
Element Method

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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