摘要
分别采用拟静力法和Newmark滑块法对某一下蜀边坡进行地震边坡稳定性分析,并与该边坡处于静力状态时的稳定性进行比较,就地震对边坡稳定性的影响规律作出了定性的评价。
Analyses the earthquake soil slope stablity of one Xiashu siol slope by using preudo-static method and Newmark sliding block method respectively, compares the stability with it under static state, to give some qualitative evaluation on the rule that earthequake influenceing the soil slope stability.
出处
《建筑经济》
2009年第S1期289-293,共5页
Construction Economy
关键词
地震
下蜀土边坡
稳定性分析
拟静力法
Newmark滑块法
earthquake
Xiashu soil slope
stablity analysis
pseudo-static method
Newmark sliding blook method
