摘要
采用SLOPE/W程序对某工程水库边坡稳定性进行了分析计算,建立计算模型,采用M-P方法计算水库边坡在各种工况下的整体深层稳定的安全系数,并对地下水位对边坡稳定敏感性分析,进一步验证了该边坡整体深层稳定性,通过反演方法计算该边坡库岸段的稳定性并给出了加固措施,初步分析表明边坡若失稳后涌浪对大坝的安全影响较小.
Combined with a real project, the stability of the reservoir slope is analyzed by SLOPE/W program and the calcu- lation model is founded. The safety factor of deep layer stability is calculated under different conditions with M-P method in the paper, and the deep stability is further verified by the sensitivity analysis on groundwater level. Inversion methods is used to the calculation of bank slope and reinforcement measures is proposed, the primary analysis shows that the surge of the slope has little influence on dam security.
出处
《浙江水利水电学院学报》
2015年第2期27-31,共5页
Journal of Zhejiang University of Water Resources and Electric Power
