Rock Mechanics Method Comparison on Slope Stability

摘要：

　　Based on the theory of the slope stability analysis,this paper investigates and analyzes the limit eqnilibrium method and the finite element method under various conditions on waste disposal site at opencast mine.The findings demonstrate that the limit equilibrium method is the first choice if there are no weak base and weak layer at the disposal site.Otherwise,the combination of the finite element strength discounting method and the limit equilibrium method will provide a reliable outcome.The conclusions from this study were demonstrated in the real scenarios.

关键词： finite element method shear strength reduction method slope stability limit equilibrium method weak base

作者: Chen Peng Zhou Zhiwei

作者单位: Department of Student Management, Liaoning Technical University,Fuxin, 123000, China College of Mines Engineering, LiaoningTechnical University, Fuxin, 123000, China

会议类型: 国际会议

会议名称: International Symposium on Rock Mechanics and Mine Dynamic Disaster Prevention(岩石力学与矿井动力灾害防治国际学术研讨会)

会议地点: 辽宁阜新

会议语种:英文

页码: 407-410

在线出版日期: 2013-07-13（万方平台首次上网日期，不代表论文的发表时间）