水工闸基防渗有限元分析与研究  

Finite Element Analysis in Studying Seepage Prevention Under Sluice Gate

作　　者：梁志松[1] 李扬红[1] 吴煌峰[1] 

机构地区：[1]广东水利电力职业技术学院

出　　处：《土工基础》2004年第2期33-36,共4页Soil Engineering and Foundation

基　　金：广东水利电力职业技术学院优秀教师基金资助项目 ( 2 0 0 2 0 0 1)

摘　　要：研究了平面问题下闸基的渗流问题 ,编制闸基有限元渗流程序 ,讨论了闸基中防渗墙的深度以及布置对闸基渗流稳定性的影响 。Under sluice gate foundation, two-dimension problem of seepage is studied. A finite element for seepage is programmed. The depth of watertight wall and its arrangement under foundation that affects the foundation statility is disscussed. The reasonable depth of wall and meascrement should be considered for wall design are proposed.

关 键 词：水工闸 有限元 闸基渗流 防渗墙 稳定性 

分 类 号：TV66[水利工程—水利水电工程] TV223.42