摘要
以某滑坡为例,通过现场调查分析,建立了滑坡稳定性分析的计算模型,应用有限元强度折减法,考虑渗流应力耦合作用,研究了滑坡体在自然条件、暴雨和水库蓄水后水位动态变化等环境条件下的滑坡稳定性。
This paper is base on the land-slide of Chuandong starch factory. Through the site investigation, the computing model of land-slide stability analysis is established, infinite element strength reduced method is applicated. At the same time, considering the coupling of seepage stress, the land-slide stability is researched in the environment of natural conditions, storms and dynamic change of water level of Sanxia reservoir after new construction condition.
出处
《山西建筑》
2008年第21期90-91,共2页
Shanxi Architecture
关键词
滑坡
稳定性
强度折减法
数值分析
land-slide, stability, strength reduced method, numerical analysis
