科技创新与应用2024，Vol.14Issue(18)：116-119,4.DOI:10.19981/j.CN23-1581/G3.2024.18.026
德昌水闸深厚覆盖层地基渗流稳定及应力应变分析
张树森 1何后敏 1成军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
The seepage deformation and uneven settlement of the gate foundation with deep overburden will directly affect the safety of the upper sluice structure.In this paper,the finite element numerical simulation method is used to analyze the seepage stability and stress-strain of the deep overburden foundation of Dechang sluice,and the settlement of the sluice foundation is checked and calculated according to the Code for Design of Sluice.The research results show that after engineering treatment,the seepage stability,foundation bearing capacity,foundation deformation and settlement of the deep cover of Dechang sluice meet the requirements of the code.The research results provide a basis for the design of this project and have reference value for similar projects.关键词
深厚覆盖层/渗流稳定/应力应变/水闸/地基Key words
deep overburden/seepage stability/stress and strain/sluice/foundation分类
建筑与水利引用本文复制引用
张树森,何后敏,成军..德昌水闸深厚覆盖层地基渗流稳定及应力应变分析[J].科技创新与应用,2024,14(18):116-119,4.
