摘要
利用有限元数值模拟技术进行建筑基坑开挖工程降水设计,在首都机场新航站楼工程中,用此项技术进行基坑降水和结构防浮分析,取得良好了效果。与传统的设计方法相比,该技术具有能适应复杂含水地层,满足不同开挖深度的基坑降水设计,具有全面模拟整个降水过程的水量和水位变化的优点。
Now,people use the finite element numerical simulation technique to design foundation pit dewater. We use the technique in Beijing airport building to design the foundation pit dewater and to analyze the construction antifloat, and get the satisfied result. This technique is different from traditional method. It has more obvious advantage. Numerical simulation can handle different depth foundation pit dewater, and can adapt to complicated water strata, it can also simulate the whole process of dewater.
出处
《水文地质工程地质》
CAS
CSCD
2003年第1期91-93,共3页
Hydrogeology & Engineering Geology
关键词
有限元数值模拟技术
基坑降水
结构防浮
开挖深度
水量
水位
finite element method
numerical simulation
foundation pit dewater design
construction anti-float