摘要
全面分析了江西省萍乡市山口岩水利枢纽工程地层岩性和地质构造,及存在库岸稳定和坝基浅层抗滑稳定与渗透稳定等主要工程地质问题.
Shankouyan hydraulic project is a project which will be built.Both formation lithology and geological structure in project area are complex.There are main engineering geological problems such as stability of reservior bank,shallow anti-sliding of dam foundation and seepage.The main geological problems is analyzed in this paper.
出处
《江西水利科技》
2007年第4期197-199,共3页
Jiangxi Hydraulic Science & Technology
关键词
山口岩
水利枢纽
地质问题
稳定性分析
Shankouyan hydraulic project
Geological problem
Stability analysis
