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上海超深基坑地下水综合治理关键技术与工程实践OA

Key technologies and engineering practices for comprehensive groundwater control in ultra-deep foundation pits in shanghai

中文摘要英文摘要

以上海苏州河段深层排水调蓄管道系统工程(试验段)SS1.2 标云岭西竖井基坑为研究载体,针对超深基坑开挖面临的承压水突涌风险及周边环境变形控制难题,通过开展系统性专项水文地质试验,精准表征影响基坑安全的各承压含水层水文地质参数,完成环境水文地质综合评价.结合现场承压水试抽水试验结果,优化设计分层减压降水方案,配套构建智能监测与动态管控体系,严格践行"分层降水、按需降水、降水最小化"治理原则.工程实践表明,该综合治理技术成功将地下水控制在安全范围,有效规避了基坑突涌及周边环境变形风险,实现了预期控制目标,为上海及类似地质条件下超深基坑地下水治理提供了可靠的技术范式与工程借鉴.

Taking the foundation pit of Yunling West Shaft of Section SS1.2 of the Deep Drainage Storage Pipeline System Project(Pilot Section)in the Suzhou Creek Reach of Shanghai as the research carrier,aiming at the technical challenges of confined water inrush risk and surrounding environmental deformation control during ultra-deep foundation pit excavation,systematic special hydrogeological tests were carried out to accurately characterize the hydrogeological parameters of each confined aquifer affecting foundation pit safety,and a comprehensive evaluation of environmental hydrogeology was completed.Based on the results of on-site confined water trial pumping tests,a stratified decompression dewatering scheme was optimized and designed,and a supporting intelligent monitoring and dynamic management and control system was constructed,strictly implementing the governance principle of"stratified dewatering,demand-based dewatering and dewatering minimization".Engineering practice shows that this comprehensive control technology has successfully controlled groundwater within a safe range,effectively avoided the risks of foundation pit inrush and surrounding environmental deformation,and achieved the expected control goals.It provides a reliable technical paradigm and engineering reference for groundwater control of ultra-deep foundation pits in Shanghai and areas with similar geological conditions.

赵腾腾

上海城投水务工程项目管理有限公司,上海 201103

化学化工

超深基坑承压水治理水文地质试验分层减压降水动态管控

ultra-deep foundation pitconfined water controlhydrogeological teststratified decompression dewateringdynamic management and control

《有色金属材料与工程》 2026 (2)

76-81,6

上海市科委科技攻关项目(16DZ202200)

10.13258/j.cnki.nmme.20260107001

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