摘要
洪家渡水电站进水口地段属硬质岩顺向坡地质结构,边坡稳定问题突出。地质专业对影响边坡稳定的边界条件、力学参数等进行了反复的论证,为设计处理提供了翔实、可靠的地质资料,为边坡成功处理打下了坚实的基础。
The location of the intake for Hongjiadu Hydropower Station is on a hard rock consequent slope structure with a serious problem from the slope stability. The boundary condition and mechanical parameters effected on the stability of the slope are analyzed geologically, which provide the design of the treatment measure with full and accurate geological data and make a consolidated foundation for the successful treatment of the side slope.
出处
《水利水电技术》
CSCD
北大核心
2005年第9期46-48,共3页
Water Resources and Hydropower Engineering
