A new approach of limit equilibrium models for rock joints

2014 ◽  
pp. 113-117
Author(s):  
Manuel Leal-Gomes ◽  
Carlos da Gama
Keyword(s):  
Limit Equilibrium ◽  
Rock Joints ◽  
Equilibrium Models ◽  
New Approach

New Approach to Limit Equilibrium and Reliability Analysis of Soil Nailed Walls

2003 ◽  
Vol 3 (2) ◽  
pp. 145-151 ◽  
Author(s):  
Jian-Xin Yuan ◽  
Yuwen Yang ◽  
Leslie George Tham ◽  
Peter Kai Kwong Lee ◽  
Yuet Tsui
Keyword(s):  
Reliability Analysis ◽  
Limit Equilibrium ◽  
New Approach

Limit Equilibrium Model for Rock Joints Based on Strain Energies

2014 ◽  
Vol 14 (4) ◽  
pp. 06014007 ◽  
Author(s):  
Manuel J. A. Leal-Gomes ◽  
Carlos A. J. V. Dinis-da-Gama
Keyword(s):  
Equilibrium Model ◽  
Limit Equilibrium ◽  
Rock Joints

Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models

2018 ◽  
Vol 237 ◽  
pp. 116-128 ◽  
Author(s):  
Yun Zheng ◽  
Congxin Chen ◽  
Tingting Liu ◽  
Haina Zhang ◽  
Kaizong Xia ◽  
...  
Keyword(s):  
Limit Equilibrium ◽  
Rock Slopes ◽  
Equilibrium Models ◽  
Toppling Failure ◽  
Flexural Toppling ◽  
Flexural Toppling Failure

Study of the Effects of Rainfall Infiltration on Stability of Geocell Protection of Slope

2011 ◽  
Vol 90-93 ◽  
pp. 2716-2721
Author(s):  
Guang Yue Wang ◽  
Yan Han
Keyword(s):  
Stability Analysis ◽  
Failure Mode ◽  
Shear Failure ◽  
Limit Equilibrium ◽  
Limit Equilibrium Method ◽  
Rainfall Infiltration ◽  
Protection System ◽  
Analysis Model ◽  
New Approach ◽  
Equilibrium Method

Geocell protection of slope was influenced by environment and climates largely. Many of them came to failure when subjected to rainfall infiltration. Aiming at the general shear failure mode of the geocell-protection-system (GPS), its stability analysis model during rainfall was established by the limit equilibrium method. A new approach of evaluating stability of the GPS was proposed.

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