摘要
本文以瓦房店核联合泵房边坡为背景,在综合考虑地震地质因素的基础上,采用有限元法对该边坡稳定性进行了分析计算和评价,为该工程边坡设计提供了科学依据。
With the slope of combination pumping house of the nuclear power located in Wafangdian as the background, and on the basis of a comprehensive consideration of the earthquake geological factor, this paper introduces the analysis, calculation and evaluation of the slope stability with the finite element method, thereby providing a scientific support for the design of the slope.
出处
《城市地质》
2008年第2期35-38,共4页
Urban Geology
关键词
边坡
有限元法
地震
塑性变形
slope
finite element method
earthquake
plastic deformation
