摘要
运用SARMA法及平面弹塑性有限元法,计算分析了清江隔河岩水库库区杨家槽滑坡稳定性,为杨家槽滑坡的防治提供了理论依据。
Base on the Sarma's slope stability analysis method and the 2-D elast-plastic FEM.the stability of yangjiacao landslide in Geheyan Reservoir was calculated.The results will be the theoritical foundation for the project of yangjiacao landslide.
关键词
库岸
滑坡
稳定性
水库
水库治理
reservoir banks
landslide
Sarma's method
2-D elast-plastic FEM
