缓倾角软弱岩层上的重力坝稳定分析计算

Stability Analysis of Gravity Dam on Soft Stratum Having Low Dip Angle

通过对倾向下游的缓倾角软弱岩层上的重力坝,根据极限平衡理论,对其稳定性和滑动形式进行了分析,给出计算式,并结合工程实例进一步阐明,可供有关工程参考。

For the gravity dam on the soft stratum having low dip angle indined toward downstream,and according to limit eguilibrium theory,the dam＇s stability against sliding and the sliding forms are discussed in this paper.The computation formulas are given.This computation method is interpreted futrher in combination with on engineering example.It can be used as reference for relevant projects.