摘要
用三维边界单元法解决基坑施工中非完整井降水的渗流计算问题，为降水方案设计提供依据。
The seepage calculation for partly penetrated well dewatering is solved in foundation pit construction by the three dimensional boundary elements method. This provides the basis for the scheme design of dewatering, and can make a prediction for dewatering process.
出处
《岩土工程技术》
1998年第2期44-47,共4页
Geotechnical Engineering Technique
关键词
基坑降水
基坑施工
非完整性流计算
深基础
foundation dewatering foundation pit construction calculation for partially penetrated well flow
