摘要
根据某尾矿库土坝塌溃的实例 ,从坝体土的非均匀结构及渗透水两个主要方面 ,分析了土坝塌溃的原因和影响土坝稳定性的机理 ;
The landslide reason and mechanism of an impounding soil dam are analyzed, and the results show that the unhomogeneous soil structure and water seepage are two important influencing factors on the dam stabilization. Some suggestions and treatment methods are given for the construction and management of similar impounding soil dam.
出处
《岩土工程技术》
2002年第6期322-325,共4页
Geotechnical Engineering Technique
