库水位骤降情况下坝体土工膜防渗结构的稳定分析

The Sharp Drop in the Water Level under the Structure of the Dam Impermeable Geomembrane Stability Analysis

在水库水位骤降情况下坝体土工膜防渗结构稳定分析的传统方法有一定的不足,通过折线法和复合滑动面法可以对坝体土工膜防渗结构进行准确的稳定分析,可供设计人员参考。

A sharp fall in the water level in the reservoir dam circumstances impermeable geomembrane structural stability analysis of the traditional methods have some shortcomings, and through the broken line of composite sliding surface of the dam can be impermeable geomembrane structure accurate stability analysis. This article was accurate on this issue discussed for the design reference.