摘要
基于地震动力时程反应和随机地震反应,用有限元边坡稳定性分析方法,分析了正弦波作用下模型坝边坡的稳定性,以此作为该方法的数值验证;而后,通过对地震动力作用下土石坝边坡稳定性的分析,对地震动力作用下影响坝体边坡最危险滑裂面位置及稳定性的动力影响因素进行了有益的探讨,并指出,地震动力作用下土石坝边坡与正弦波作用下模型坝边坡的最危险滑动面位置有所不同。
The problem of slope stability under earthquake is not yet solved because of complexity and nonlinear properties of soil and rock. The earthquake ground motion is of the stochastic nature,and the failure of earth rock dam under earthquake greatly depends on the details of ground motion. Based on definite stochastic seismic response and time-history seismic response analysis,the slope stability of earth-rock dam is studied by finite element method combining with Hook-Jevees searching method. First,based on time-history response analysis of a sand dam model excited by sine wave,the time-history of the limit sliding surface and the minimum safety coefficient of slope are obtained. Then,with input of equivalent power spectrum of the sine wave,the dam model is analyzed with the definite stochastic seismic response method,and the properties of slope stability and the location of sliding surface are determined. The results of the two analyses agree well with those of the dam model test. It can be concluded that the location and the stability of sliding surface are effected by the factors,such as the maximum value of acceleration,the predominant periods and the types of earthquake records. It should be noted that,the location of limit sliding surface of the dam model excited by sine wave is different from that of earth-rock dam under earthquake.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第8期1318-1324,共7页
Chinese Journal of Rock Mechanics and Engineering
关键词
土石坝
边坡工程
稳定性
地震动力
正弦波
随机地震反应
slope engineering,finite element analysis on slope stability,time-history seismic response,definite stochastic seismic response,earth-rock dam
