关河水库溢洪道闸室稳定分析及抗震验算

The sluice chamber stable analysis and resist earthquake check computation for the spillway of Guanhe Reservoir

本文对关河水库溢洪道闸室在非地震情况下,闸室底板沿基岩的滑动和沿基岩中的软弱夹层滑动进行了稳定分析计算,并对之进行了抗震验算。通过分析认为,关河水库溢洪道闸室总体上满足稳定要求。

This paper introduces the stable analysis calculation for the sluice chamber motherboard slide along rock foundation and soft interlayer,under non earthquake condition for the spillway chamber of Guanhe reservoir,and resist earthquake check computation.The analysis indicates that Guanhe spillway chamber in the mass satisfies the requirement of stability.