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杭州地区某深基坑工程承压水降水设计

he Confined Water Dewatering Design of a deep Foundation pit engineering in HangZhou

中文摘要英文摘要

本基坑工程开挖深度大,下部承压含水层对基坑开挖构成了威胁,在地下连续墙难以深入含水层底板形成全封闭式止水帷幕的情况下,采用悬挂式止水帷幕+基坑内降水方式控制基坑内外地下水位。此种工况下,地下水渗流条件极其复杂,具有明显的三维流特征,本文采用地下水三维渗流数值方法对降水方案进行设计,成功将基坑内地下水位控制在安全水位以下,确保了基坑工程的顺利进行,降水未对周边环境造成不良影响。

he excavation of the foundation pit engineering is very deep, and the confined aquifer threat the foundation. In the condition of the underground continuous wall is difficult to deep into the bottom of the aquifer to formed a fully closed waterproof, using the suspension of check water curtain and dewatering in the foundation pit to control the groundwater level inside and outside the foundation pit. This kind of condition, groundwater seepage conditions are very complicated, in this paper, using 3d seepage numerical method to design, successfully controled the groundwater level under the safety water level, ensured the safety of the foundation pit engineering smoothly, didn't infuenced the surrounding environment.

车灿辉、朱朝霞

水工勘测、水工设计水利工程基础科学

深基坑降水抽水试验水文地质参数数值法Visual Modflow

deep Foundation pit dewateringpumping testhydro-geological parametersnumerical methodvisual modflow

车灿辉,朱朝霞.杭州地区某深基坑工程承压水降水设计[EB/OL].(2011-10-20)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201110-192.点此复制

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