%0 Journal Article
%A DENG Cheng-jin
%A WANG Kong-wei
%A YUAN Qiu-shuang
%A JIA Wei
%T Stability of Reservoir Slope under  Repetitive Variation of Reservoir Water Level
%D 2015
%R 10.3969/j.issn.1001-5485.2015.04.019
%J Journal of Yangtze River Scientific Research Institute
%P 96-100
%V 32
%N 4
%X The influence of reservoir water level on rock strength in the water level variation zone was researched  through immerse-dry test on sandstone collected from typical bank slope in Three Gorges Reservoir area. The degradation of rock mass parameters in the presence of  different water levels was deduced by using the test results and  RMR method. Furthermore, the impact of rock degradation in the variation zone on the stability of a typical landslide in the Three Gorges Reservoir Area was analyzed through numerical simulation. Results reveal that the increase and drawdown of water level has obvious deterioration effect on rock mass, and shortens the time of bank slope failure. The reservoir bank collapse is directly related with the landslide stability and  may cause the reliving of landslide. This research is a reference for analyzing the long-term stability of landslide in the reservoir area.
%U http://ckyyb.crsri.cn/EN/10.3969/j.issn.1001-5485.2015.04.019