Numerical Test on Instability of Rock Slope Based on RFPA-SRM

摘要：

The stability of a rock slope mainly lies on the properties of the structural planes involved in the rock masses. By means of the strength reduction method and the analysis on the rock failure process of RFPA, the author herein does some numerical test studies on the deforming and failing process of the rock slope which reproduces the process of the failure of the slope. According to the analog result, the author analyzes and gains the forming mechanisM of the best dangerous sliding surface, which provide the scientific evidences for the forecast and the cure.

关键词： rock slope numerical test strength reduction method RFPA-SRM

作者: Wang Dong Cao Lanzhu Song ziling

作者单位: College of Resource and Environment Engineering, Liaoning Technical University, Fuxin 123000, China

会议类型: 国际会议

会议名称: The 3rd International Symposium on Modern Mining & Safety Technology Proceedings(第三届现代采矿与安全技术国际学术会议)

会议地点: 辽宁阜新

会议语种:英文

页码: 221-223

在线出版日期: 2008-08-04（万方平台首次上网日期，不代表论文的发表时间）