广东工业大学学报 ›› 2013, Vol. 30 ›› Issue (4): 43-48.doi: 10.3969/j.issn.1007-7162.2013.04.007

• 博士生专栏 • 上一篇    下一篇

考虑渗流-应力耦合基坑开挖降水数值分析

杨春山1，何娜2，张雅宁3   

  1. 1.华南理工大学 土木与交通学院，广东 广州 510641；2.广东理工职业技术学校，广东 广州 510500；3.广东工业大学 土木与交通学院，广东 广州 510006
  • 收稿日期:2012-12-28 出版日期:2013-12-30 发布日期:2013-12-30
  • 作者简介:杨春山(1986-)，男，博士研究生，主要研究方向为隧道与地下工程.
  • 基金资助:

    国家自然科学基金资助项目(51108190)；华南理工大学亚热带建筑科学国家重点实验室自主研究课题资助项目(2012ZC27)

Numerical Analysis of Seepage stress Coupling of  Deep Foundation Pit Excavation

Yang Chun-shan1, He Na2, Zhang Ya-ning3   

  1. 1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641， China;2. Guangdong Vocational school of Polytechnic, Guangzhou 510500, China；3. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
  • Received:2012-12-28 Online:2013-12-30 Published:2013-12-30

HTML

PDF (PC)

3167

摘要： 运用GTS（Geotechnical and Tunnel analysis System）软件对基坑开挖降水过程进行了详细数值模拟，对比分析了基坑开挖时，考虑降水引起的地下水渗流作用和不考虑渗流作用下的基坑周围土体位移、支护结构位移以及内力，同时分析了止水帷幕、渗透系数及降水深度对基坑力学性能的影响.分析结果表明：渗流对基坑工程影响不容忽视，深基坑稳定性分析应当充分考虑地下水渗流的作用；设置止水帷幕可以有效地减小基坑周围土体的变形，渗透系数与降水深度的加大均会使地表沉降值增大.

关键词: 深基坑；降水；数值模拟；耦合作用

Abstract: The Geotechnical and Tunnel analysis System was used to simulate the detailed process of foundation pit excavation. The soil displacement, internal force and displacement of supporting structure under the conditions of considering or without considering seepage caused by foundation pit excavation were compared and analyzed. Meanwhile, the effects on the mechanical properties of deep foundation pit caused by waterproof curtain, the permeability coefficient and the depth of precipitation were analyzed. The results show that the impact of seepage on foundation pit should not be ignored, and in the deep foundation pit stability analysis,  the role of groundwater seepage should be fully considered. Setting water curtain can effectively reduce the deformation of soil around the foundation pit, and enlarging permeability coefficient and precipitation depth will increase the surface subsidence.

Key words: deep foundation pits; dewatering; numerical simulation; coupling effect

No related articles found!
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 2017 《广东工业大学学报》编辑部
地址：广州市东风东路729号广东工业大学 邮编：510090
电话：020-37626653,020-37626139,020-37626396
邮箱：xbzrb@gdut.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发