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基于三维有限元法的基坑排水井渗流量计算方法

马莹 沈振中 张凤翔

水力发电2017,Vol.43Issue(3):72-76,5.
水力发电2017,Vol.43Issue(3):72-76,5.

基于三维有限元法的基坑排水井渗流量计算方法

Calculation Method of Seepage Flow for Drainage Wells of Foundation Pit Based on 3-D FEM

马莹 1沈振中 2张凤翔1

作者信息

  • 1. 淮委沂沭泗水利管理局,江苏徐州221000
  • 2. 河海大学水利水电学院,江苏 南京210098
  • 折叠

摘要

Abstract

Accurate analyses of foundation seepage field and prediction of seepage flow of drainage wells are important for reasonably arranging drainage system of foundation engineering and maintaining the stability of foundation pit as well as the safety of engineering.According to the needs of actual engineering,the calculation method based on 3D FEM is used for analyzing the seepage flow of a certain profile.A numerical method to compute the displacement of complex foundation pit is also proposed by using arbitrary cylindrical mesh wells.A computer code for counting the seepage flow of pit drainage wells is developed based on FEM and has been applied to the calculation and analyses of drainage flow in the foundation pit excavation of a hydropower station.The results show that the method has good applicability and accuracy.

关键词

基坑/渗流/渗流量/三维有限元法/排水井

Key words

foundation pit/seepage/seepage flow/3D FEM/drainage well

分类

建筑与水利

引用本文复制引用

马莹,沈振中,张凤翔..基于三维有限元法的基坑排水井渗流量计算方法[J].水力发电,2017,43(3):72-76,5.

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