摘要
利用ANSYS有限元软件进行降雨入渗条件下泥岩边坡开挖模拟,并结合了工程实例研究泥岩边坡在不同降雨强度、持时的工况下边坡土体位移、应力的变化,从而分析泥岩边坡在考虑降雨入渗条件下的稳定性。
ANSYS finite element software was utilized to simulate the mudstone slope excavation under rainfall infiltration. Combined with engineering practice, based on the study of soil mass displacement and stress variation of the mudstone slope under different rainfall intensity and durations, an analysis was made on the stability of mudstone slope under rainfall infiltration.
出处
《广西水利水电》
2007年第3期27-31,41,共6页
Guangxi Water Resources & Hydropower Engineering
关键词
泥岩
边坡
降雨入渗
稳定性分析
Mudstone
slope
rainfall infiltration
stability analysis
