Stability Evaluation of Landslide Body in Junpa Bay
详细信息
- 责任者：Li Yuqiang (Xibei Engineering Corporation ; CHECC ; Xi’an 710065 ; China) ; Zhang Jinyu
- 刊名：Gansu Geology
- 出版年：2013
- 卷期：22(2)
- 关键词：水库塌岸 ; reservoir bank slump ; 甘肃 ; Gansu Province
- 页码：p.67-70
- 图表：illus., 4 tables, 5 refs.
- 分类号：1702
- issnNo：ISSN1004-4116
- isbnNo：CN 62-1191/P
摘要
The stability of reservoir bank has been one of the most issues concerned by the constructors,especially the stability of bank in the front of dam.Junpawan landslide body is a side slope accumulated by loose material in the front of a dam,its’ stability would affect the stability of slope after water filling.The paper studied the forming mechanism of landslide body,and employed 2 methods as finite element method and limit equilibrium method to evaluate stability.The result show the landslide body is a stable body.