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湖南省资水中游敷溪口是衔接柘溪水库的一级水电站枢纽,库容6亿m~3,装机容量30万kW。电站坝址边坡分布有坡崩积松散体、蠕变倾倒松动岩体和多处滑坡体。在坝址选线时,曾专门对右岸边坡进行了较大量的勘探试验分析研究和有限元法数值分析,以及地质模型试验,并结合应用地质力学方法对倾倒岩体各种变形形迹进行了应力应
Fuxi Xizhong County, Hunan Province is the first hydropower convergence hub junction Suxi reservoir storage capacity 600 million m ~ 3, installed capacity of 300,000 kW. There are slope collapse loose body, creep dump loose rock mass and many landslides distributed on the slope of the dam site. During the route selection of the dam site, a large amount of exploration and experimental studies, finite element numerical analysis and geological model tests have been conducted on the right bank slope. In combination with the application of the geomechanical method, various deformation deformations of the piling rock mass The stress should be