摘要
皂市水利枢纽导流隧洞出口段洞室及边坡在施工期间曾经出现较大的变形 ,并对工期产生较大影响。本文对该地段的工程地质条件及其变形失稳机理、加固设计方案及处理效果作了全面介绍。
During the excavation of the Zaoshi diversion tunnel outlet, the large deformation and the failure have been found and caused a delay of the construction. In this paper, the engineering geology,the deformation mechanism, treatment design project and the reinforcement efficiency are discussed.
出处
《湖北地矿》
2004年第2期41-44,共4页
Hubei Geology & Mineral Resources
关键词
水利枢纽
导流隧洞
边坡
变形
加固
Zaoshi Diversion tunnel Slope Deformation Reinforcement
