高土石坝与基础防渗墙的应力应变分析
Stress-strain Analysis for a High Earth-rockfill Dam and Its Foundation Cutoff
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摘要: 本文对一痤高土石坝与基础防渗墙进行了非线性有限元分析。根据计算结果,对坝体残余变形、剪切比、心墙水力劈裂以及防渗墙和坝体、坝基的联合作用等问题进行了讨论。Abstract: In this paper,nonlinear stress-strain analysis for a high earth-rockf ill dam and its foundation cutoff is given. According to the calculated results, the problems, such as residual deformations and percentage of strength mobilized in the dam, hydraulic fracturing in the core and the mechanical interaction of cutoff-dam-foundation system, were discussed.