Stability analysis of Dujianshan landslide of Hendan Hydropower Station

摘要：

Based on the study of engineering geological conditions and basic soil properties, the stabilityof Dujiashan landslide on Baishui fiver of Hengdan Hydropower station was analyzed. From the results of field investigation and landslide soil sample testing, the stability and anti-shearing strength parameters for the landslide were obtained. The landslide stability under different conditionswas calculated. Our results indicate that both the main landslide and sub-slides are stable.

作者: Ye Xie De-Xin Nie

作者单位: College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu,Sichuan

会议类型: 国际会议

会议名称: International Symposium and The 7th Asian Regional Conference of IAEG(国际工程地质与环境协会年会暨第七届亚洲工程地质会议)

会议地点: 成都

会议语种:英文

页码: 476-478

在线出版日期: 2009-09-09（万方平台首次上网日期，不代表论文的发表时间）