摘要
应用ANSYS有限元数值分析软件,对南凉110 k V变电站人工边坡开挖进行模拟,探讨边坡开挖后坡体位移、应力分布和变化规律以及对边坡稳定性的影响,指导边坡工程后续支护设计等工作。
The excavation work condition of the artificial slope of the 110 kV Nanliang substation is simulated by use finite element analysis software ANSYS,the dispacement of the slope,tension distribution and variety and so the effect to the slope stability after excavation are discussed in this paper to guide the design of the slope support engineering.
作者
夏森林
星文太
韩广秋
XIA Senlin;XING Wentai;HAN Guangqiu
出处
《青海电力》
2018年第4期37-40,共4页
Qinghai Electric Power
关键词
数值模拟
开挖
边坡
numerical simulation
excavation
slope
