摘要
下坂地水利枢纽工程右坝肩高边坡的稳定性,对大坝及水库运行安全影响很大,结合工程地质条件,采用边坡形态及结构面综合分析、评价边坡的稳定性,提出了工程处理具体措施。
The stability of high wall slope of right dam abutment of the Xiabandi key water-control project has significant effected the operation safety of the dam and reservoir. In combination with geological condition of the project, side slope shape and structural plane are used for comprehensive analysis and evaluation on the stability of side slope, and put forward specific treatment measures for the project.
出处
《地下水》
2003年第3期191-193,共3页
Ground water