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洪家渡水电站进水口高边坡稳定性地质分析
引用本文:钟以国,罗海涛,田茂中. 洪家渡水电站进水口高边坡稳定性地质分析[J]. 水利水电技术, 2005, 36(9): 46-48
作者姓名:钟以国  罗海涛  田茂中
作者单位:中国水电顾问集团,贵阳勘测设计研究院,贵州,贵阳,550002;中国水电顾问集团,贵阳勘测设计研究院,贵州,贵阳,550002;中国水电顾问集团,贵阳勘测设计研究院,贵州,贵阳,550002
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.

关 键 词:洪家渡水电站  进水口  顺向坡  稳定性分析  处理措施  贵州省
文章编号:1000-0860(2005)09-0046-03
收稿时间:2005-07-04
修稿时间:2005-07-04

Stability analysis on high side slope at intake of Hongjiadu Hydropower Station
ZHONG Yi-guo,LUO Hai-tao,TIAN Mao-zhong. Stability analysis on high side slope at intake of Hongjiadu Hydropower Station[J]. Water Resources and Hydropower Engineering, 2005, 36(9): 46-48
Authors:ZHONG Yi-guo  LUO Hai-tao  TIAN Mao-zhong
Abstract: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.
Keywords:Hongjiadu Hydropower Station   intake   consequent slope   stability analysis   treatment measure   Guizhou Province
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