以长兴水库右岸斜坡体为例，研究了库岸失稳的机理，运用 geostudio 软件对斜坡体的渗流情况进行了模拟，得出不同水位变化情况下斜坡体内的孔隙水压力和渗流力，并分析了不同的水库水位变化情况对斜坡稳定性的影响，得到多种工况下斜坡体的稳定系数，为实际工程建设提供了科学的理论依据。%Taking Changxing reservoir as an example,the mechanism of slope instability is studied,using geostudio software in the seepage con-dition of the slope body is simulated,obtained under different water level changes in pore water pressure and seepage force of slope body,it ana-lyzes the different changes of reservoir water level on slope stability influence. Get a variety of conditions the stability coefficient of slope body, provides scientific theoretical basis for practical engineering construction.
展开▼
