科技创新与应用2024，Vol.14Issue(20)：115-118,4.DOI:10.19981/j.CN23-1581/G3.2024.20.025
和平水库右坝肩高边坡施工期稳定性分析
张树森 1蒋崇玉 1向光鹏1
作者信息
- 1. 四川省内江水利电力勘察设计院有限公司,四川 内江 641099
- 折叠
摘要
Abstract
There are some bad geological phenomena in high and steep slope,such as crack development,serious weathering,strong unloading and so on,which directly affect the stability of high slope.In this paper,the three-dimensional finite element numerical strength reduction method and the two-dimensional rigid body limit equilibrium method are used to analyze the stability of the right abutment slope of Heping Reservoir after excavation and support.The results show that the stability of the right abutment slope of Heping Reservoir meets the requirements of the code,and the excavation and support measures are reasonable and feasible.关键词
高边坡/工程地质/稳定性/强度折减法/刚体极限平衡法Key words
high slope/engineering geology/stability/strength reduction method/rigid body limit equilibrium method分类
建筑与水利引用本文复制引用
张树森,蒋崇玉,向光鹏..和平水库右坝肩高边坡施工期稳定性分析[J].科技创新与应用,2024,14(20):115-118,4.
