中国资源综合利用2024，Vol.42Issue(9)：82-84,141,4.DOI:10.3969/j.issn.1008-9500.2024.09.019
基于MIDAS GTS NX软件的高寨下边坡支护工程稳定性分析
Stability Analysis of Slope Support Engineering in Gaozhaixia Based on MIDAS GTS NX Software
方志华1
作者信息
- 1. 广东省核工业地质调查院,广州 510800
- 折叠
摘要
Abstract
In this paper,based on the Gaozhaixia landslide geological disaster control project in Dongluo village,Lianping county,MIDAS GTS NX software is used to calculate the stability of the slope,and the plastic zone cloud map,x direction strain cloud map,slope stability safety factor and maximum total displacement are compared and analyzed before and after the support.The results show that the plastic strain and the area of plastic deformation of the slope are reduced after the anti-slide pile supports the slope.The anti-slide pile can effectively restrain the soil deformation and reduce the possibility of shear failure and sliding out from the slope foot.Anti-slide pile can effectively improve the safety factor of slope stability and limit the maximum total displacement of slope significantly.关键词
边坡支护/抗滑桩/稳定性分析/有限元数值模拟/稳定安全系数Key words
slope support/anti-slide pile/stability analysis/finite element numerical simulation/stability safety factor分类
建筑与水利引用本文复制引用
方志华..基于MIDAS GTS NX软件的高寨下边坡支护工程稳定性分析[J].中国资源综合利用,2024,42(9):82-84,141,4.
