DEFORMATION MECHANISM ANALYSIS OF HIGH ROCK SLOPE BASED ON SAFETY MONITORING

摘要：

In-site monitoring can avoid the disadvantages that parameters and boundary conditions arent accurately determined in mathematical model and geomechanics model in stability study of rock slope. Monitoring data is the most intuitionistic and real reflection of stability of high rock slope. The main factors causing deformation of rock mass can be found by analyzing monitoring data. The analysis method for monitoring data is introduced. The deformation mechanism of left abutment of Jinping First Stage Hydropower Station is analyzed based on in-site monitoring data in this article. Some useful conclusions are obtained. Conclusions can provide a basis for stability analysis and design of prevention.

关键词： safety monitoring mechanism deformation analysis rock slope assessment

作者: Jinlong Zhang Weiya Xu Haiyuan Jin Linwei Wang Dewen Cai

作者单位: Geotechnical Research Institute,Hohai University, Nanjing, China Chengdu Hydroelectric Investigation & Design Institute of the State Power Corporation of China, Chen

会议类型: 国际会议

会议名称: 第16届亚太地区国际水利学大会暨第3届水工水力学国际研讨会(16th IAHR-APD Congress and 3rd Symoposium of IAHR-ISHS)

会议地点: 南京

会议语种:英文

页码: 1906-1911

在线出版日期: 2008-10-20（万方平台首次上网日期，不代表论文的发表时间）