Stability Analysis and Research of Open-pit Slope Based on FLAC3D

摘要：

Through the numerical simulation of the side slope stability by means of the FLAC3Dsoftware, it clarifies the evolution laws of stress field of slope rock mass, reveals the slope landslide mechanism of non — working slope of research project, and identifies the landslide mode.The results show that this mode is arc sliding surface mode, and based on FLAC3D strength reduction method, the actual situation of slope can be reflected, which shows that FLAC3D has certain advantage in a-nalysis for the stability of the slope.

关键词： open-pit mine stability of slope FLAC3D strength reduction method

作者: Wang Zhipeng Bai Runcai Wang Xixian

作者单位: School of Mine,Liaoning Technical University,Fuxin,123000,China

会议类型: 国际会议

会议名称: the 4th International Symposium on Mine Safety (2012) 第四届国际矿山安全学术研讨会(2012)

会议地点: 阜新

会议语种:英文

页码: 98-101

在线出版日期: 2012-08-04（万方平台首次上网日期，不代表论文的发表时间）