黄栗树水库大坝稳定分析

Analysis of the stabilization of Huanglishu Reservoir Dam

根据现场取样及土工室内试验资料，对黄栗树水库大坝的稳定性进行了分析，结果表明：黄栗树水库大坝下游坡的稳定性是有保证的，而上游坡在库水位骤降情况下则有抗滑失稳的可能性，因此建议采取必要的工程措施对黄栗树水库大坝上游坡进行加固处理。

Based upon the analysis of the samples of the spot and the testing data,the stabilization of Huanglishu Reservoir Dam is investigated. It is found that the lower reaches′ slope of Huanglishu Reservoir Dam is certainly steady, but the upper reaches′ slope will probably not be steady when the water level drops suddenly. It is suggested that some necessary measures be adopted to reinforce the upper reaches′ slope of the Dam.