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.
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)
