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双排格形地下连续墙的空间变形三维有限元分析
引用本文:仇建春,时爱祥,夏友超,殷建峰,蔡婷婷.双排格形地下连续墙的空间变形三维有限元分析[J].水利水电技术,2014,45(8):78.
作者姓名:仇建春  时爱祥  夏友超  殷建峰  蔡婷婷
作者单位:(1.河海大学水利水电学院,江苏南京210098;2.河海大学水资源高效利用与工程安全国家工程研究 中心,江苏南京210098;3.江苏省水利建设工程有限公司,江苏扬州225009; 4.南京市水利规划设计院有限公司,江苏南京210006)
摘    要:双排格形地下连续墙作为基坑工程的一种新型自立式支护结构,不仅可以发挥地连墙的作用,还有着墙体刚度大、抗渗性好、无需安装内支撑的优点。本文以某深基坑工程为例,采用有限单元法模拟基坑开挖与降水,重点分析双排格形地下连续墙的空间变形特性。

关 键 词:双排格形地下连续墙  变形  有限元  基坑开挖  降水  
收稿时间:2013-10-08

3-D finite element analysis on spatial deformation of double-row cellular continuous diaphragm wall
QIU Jianchun,SHI Aixiang,XIA Youchao,YIN Jianfeng,CAI Tingting.3-D finite element analysis on spatial deformation of double-row cellular continuous diaphragm wall[J].Water Resources and Hydropower Engineering,2014,45(8):78.
Authors:QIU Jianchun  SHI Aixiang  XIA Youchao  YIN Jianfeng  CAI Tingting
Affiliation:(1.College of Water Conservancy and Hydropower,Hohai University,Nanjing210098, Jiangsu, China;2.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Hohai University, Nanjing210098, Jiangsu, China; 3.Jiangsu Hydraulic Engeering Construction Co.,Ltd.,Yangzhou225009,Jiangsu,China; 4.Nanjing Water Planning and Designing Institute Co.,Ltd.,Nanjing210006,Jiangsu,China)
Abstract:The double-row cellular continuous diaphragm wall is a new type of self-supporting enclosure structure for construction of foundation pit. It cannot only play the role of the continuous diaphragm wall, but also has the merits of high stiffness of wall, better impermeability and without inner support. By taking the construction project of a deep foundation pit as the study case, the characteristics of the spatial deformation of the double-row cellular continuous diaphragm wall is emphatically analyzed herein by the simulation made on the excavation and dewatering of the foundation pit with the finite element method concerned.
Keywords:double-row cellular continuous diaphragm wall  deformation  finite element method  foundation pit excavation  dewatering    
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