首页|多含水层地层45m级基坑承压水控制设计与实践

多含水层地层45m级基坑承压水控制设计与实践

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城市深层地下空间开发已成为城市发展的必然趋势,越来越多的超深基坑工程逐渐涌现.上海作为典型滨海地貌单元分布区,深部分布有复杂的多层含水层,包括微承压含水层及第I、第II、第III承压含水层,部分相互联通的巨厚承压含水层厚度达 50m以上,因而超深基坑实施将涉及更为复杂的多层承压含水层减压控制设计.为此,依托某挖深达 45m的非圆形基坑工程,基于现场抽水试验开展了深部承压含水层水文地质参数反演分析,提出了同时满足坑内减压需求及坑外环境影响控制要求的隔-降-灌一体化承压水分层减压控制设计原则及双帷幕体系隔水方案.背景工程的承压水试验试运行及正式减压降水控制运行的实施效果良好.
Design and Practice of Confined Water Control of 45m-level Deep Foundation Excavation in Multiple Aquifer Area
The development of deep underground space has become the inevitable trend of urban development in Shanghai area.Therefore,the ultra-deep excavation project gradually emerge.As a typical coastal geomorphic area,Shanghai has complex multi-layer aquifers,including micro-confined aquifers and confined aquifers I,II and III.Some of the interconnected super-thick confined aquifers have a thickness of more than 50m.Therefore,the ultra-deep excavation project will face a series of complex confined water control problems.Take a scientific installation project as the background project,which is the deepest non-circular 45m-level excavation in Shanghai.Based on field pumping test,the inversion analysis of aquifer hydrogeological features is carried out.In order to meet the requirements of pressure reduction in the excavation and environmental impact control outside the excavation,the compartmental-reduction-irrigation groundwater control method and the double curtain system are put forward.The control effect of confined water test and formal dewatering project is well.

deep foundation excavationaquiferconfined waterprecipitationwaterproofing curtaininversion analysisdesign

宗露丹

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华东建筑设计研究院有限公司上海地下空间与工程设计研究院,上海 200011

上海基坑工程环境安全控制工程技术研究中心,上海 200002

深基坑 含水层 承压水 降水 隔水帷幕 反演分析 设计

上海市青年科技英才扬帆计划资助上海市自然科学基金

22YF140960023ZR1414700

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(7)
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