节点文献
非完全隔水基坑的降水计算
Dewatering Calculation in Foundation pit not Completely Watertight
【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。
【Abstract】 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.
【关键词】 降水;
三维边界单元法;
基坑;
【Key words】 dewatering three dimensional boundary element method foundation pit;
【Key words】 dewatering three dimensional boundary element method foundation pit;
- 【文献出处】 工程勘察 ,GEOTICHNICAL INVESTIGATION AND SURVEYING , 编辑部邮箱 ,1998年06期
- 【分类号】P426.6,TV125
- 【被引频次】7
- 【下载频次】188