| 非完全隔水基坑的降水计算 |
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| 引用本文： | 卢德生,茹以群,缪俊发.非完全隔水基坑的降水计算[J].工程勘察,1998(6). |
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| 作者姓名： | 卢德生 茹以群 缪俊发 |
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| 作者单位： | 同济大学 |
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| 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。
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| 关 键 词： | 降水 三维边界单元法 基坑 |
Dewatering Calculation in Foundation pit not Completely Watertight |
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| Lu Desheng et al..Dewatering Calculation in Foundation pit not Completely Watertight[J].Geotechnical Investigation & Surveying,1998(6). |
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| Authors: | Lu Desheng |
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| Affiliation: | Lu Desheng et al. |
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| 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. |
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| Keywords: | dewatering three dimensional boundary element method foundation pit |
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