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QU Cheng-song. Quality management of groundwater control of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 291-293. DOI: 10.11779/CJGE2014S2051
Citation: QU Cheng-song. Quality management of groundwater control of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 291-293. DOI: 10.11779/CJGE2014S2051

Quality management of groundwater control of foundation pits

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • The groundwater control of a foundation pit is the dewatering engineering of engineering construction safety and protection of the surrounding environment. The quality of light well points, drainage catchments, injection wells, drainage vacuum wells, decompression wells, recharge wells and sealing walls is required. During the investigation, design, construction, operation and well sealing of the foundation pit dewatering, the quality management of groundwater control and emergency plan is given.
  • [1]
    瞿成松. 上海陆家嘴地区回灌试验分析[J]. 地下空间与工程学报, 2014, 10(2): 295-298. (QU Cheng-song. Analysis of the recharge test at Lujiazui area in Shanghai[J]. Chinese Journal of Underground Space and Engineering, 2014, 10(2): 295-298. (in Chinese))
    [2]
    刘 军, 潘延平. 轨道交通工程承压水风险控制指南[M].上海: 同济大学出版社, 2008. (LIU Jun, PAN Yan-ping. Guide for risk control of confined groundwater in metro engineering[M]. Shanghai: Tongji University Press, 2008. (in Chinese))
    [3]
    DG/TJ 08—236—2013市政地下工程施工质量验收规范[S]. 2013. (DG/TJ 08—236—2013 Code for acceptance of construction quality of municipal underground engineering[S]. 2013. (in Chinese))
    [4]
    瞿成松, 徐 丹. 基于环控目标的基坑降水围护结构[P]. 中国专利: ZL201220616860.4,2013-05-15. (QU Cheng-song, XU Dan. Dewatering of foundation pit retaining structure based on the environmental control[P]. Chinese patent: ZL201220616860.4,2013-05-15. (in Chinese))
    [5]
    瞿成松. 基坑降水系统及其应用[J]. 上海地质, 2010, 31(4): 48-52. (QU Cheng-song. Dewatering system and application for the foundation pit[J]. Shanghai Geology, 2010, 31(4): 48-52. (in Chinese))
    [6]
    瞿成松, 陈 蔚, 黄 雨. 人工回灌控制基坑工程地面沉降的数值模拟[J]. 中国海洋大学学报, 2011, 41(6): 87-92. (QU Cheng-song, CHEN Wei, HUANG Yu. Numerical simulation for subsidence of deep foundation pits controlled by artifical groundwater recharge[J]. Periodical of Ocean University of China, 2011, 41(6): 87-92. (in Chinese))
    [7]
    姚天强, 石振华, 曹惠宾主编.基坑降水手册[M]. 北京: 中国建筑工业出版社, 2006. (YAO Tian-qiang, SHI Zhen-hua, CAO Hui-bin. Manual of the foundation pit dewatering[M]. Beijing: China Building Industry Press, 2006. (in Chinese))
    [8]
    瞿成松, 汪发文, 魏鹏飞. 天津津门大厦超深基坑井点降水新技术[J]. 资源环境与工程, 2011, 25(4): 323-329. (QU Cheng-song, WANG Fa-wen, WEI Peng-fei. The new dewatering technology for the Jinmen building ultra deep foundation pit in tianjin[J]. Resources Environment and Engineering, 2011, 25(4): 323-329. (in Chinese))
    [9]
    朱悦铭, 瞿成松, 徐 丹. 基于下负荷面剑桥模型分析基坑降水对地铁沉降影响[J]. 上海国土资源, 2013, 34(1): 19-22. (ZHU Yue-ming, QU Cheng-song, XU Dan. Analysis of tunnel subsidence caused by foundation pit dewatering using the subloading Cam-clay model[J]. Shanghai Land & Resources, 2013, 34(1): 19-22. (in Chinese))
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