摘要
本文用三维边界单元法对非完全隔水基坑的地下水的渗流域进行求解，运用内边界技术使计算简化并降低计算工作量。以此为依据设计降水方案，对降水过程作用预测。
Three dimensional boundary element method is applied to the solution of seepage area of groundwater in foundation pit which is not completely watertight.Inner boundary technique is used to simplify the work of calculation and a dewatering scheme is designed.The process of dewatering is predicted.
出处
《工程勘察》
CSCD
北大核心
1998年第6期25-27,38,共4页
Geotechnical Investigation & Surveying
关键词
降水
三维边界单元法
基坑
计算
dewatering three dimensional boundary element method foundation pit
