• 责任者：Hou Bingshen (Changjiang Institute of Survey Planning Design and Research ; Changjiang Water Resources Commission ; Wuhan 430010 ; China) ; Zhu yiyun
• 刊名：Journal of Geological Hazards and Environment Preservation
• 出版年：2013
• 卷期：24(4)
• 关键词：水库塌岸 ; reservoir bank slump ; 边坡稳定性 ; slope stability
• 页码：p.69-72
• 图表：8 illus., 1 table, 6 refs.
• 分类号：1702
• issnNo：ISSN1006-4362
• isbnNo：CN51-1467/P

     The unsaturated flow theory and the Geo studio finite element numerical simulation software are used to simulate the saturated soil and unsaturated soil caused by water level fluctuation. The evaluation results show that the landslide is stable in natural condition and loses its stability after the reservoir being impounded with water.