砂砾石地基上的胶凝砂砾石坝蓄水工况的强度与稳定分析

Strength and Stability Analysis of Impounding Conditions of Gelled Sand Gravel Dam on Gravel Foundation

针对地基土的非线性性质,考虑水库蓄水的全过程,对坝体和地基的强度以及坝体的抗滑稳定进行了分析,分析个例的结果表明,在个例地基土指标、个例水库运行方式下,该工程不可能成立。

In view of the nonlinear nature of the foundation soil,considering the entire process of reservoir water storage,the strength of the dam body and foundation and the anti-sliding stability of the dam body were analyzed.The results of the analysis of individual cases show that under the operation mode of the reservoir,the project cannot be established.