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LI Bing-he, LIU Xing-wang, CAO Guo-qiang. Design and construction of foundation pit of MTR property project under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 12-16. DOI: 10.11779/CJGE2014S1002
Citation: LI Bing-he, LIU Xing-wang, CAO Guo-qiang. Design and construction of foundation pit of MTR property project under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 12-16. DOI: 10.11779/CJGE2014S1002

Design and construction of foundation pit of MTR property project under complex conditions

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • The first-stage MTR property project of Longxiang station of Hangzhou Metro Line 1 is located in the downtown of Hangzhou, which is close to the Longxiang station under construction at its east and to Huansha Canal at its west. The environment of the project is very complex. At the same time, the original site of the MTR property project is the Union Building’s basement whose piles and retaining piles intersect with the three-storey basement of the project. Because of the particular position of deep soft soils and a large number of nearby facilities to be secured, it is important to optimize bracing projects for deep excavation of the project, especially in the case that the original basement can not be cleaned. The problem due to the existing basement is solved successfully by grooving the floor to set up the guide wall of diaphragm wall and dismantling the existing basement gradually to coordinate the formation of the supporting systems. The excavation is carried out smoothly, and the safety of the surroundings is ensured.
  • [1]
    李冰河, 刘兴旺. 地铁1号线龙翔站上盖物业城市综合体地下室工程基坑围护设计说明[R]. 杭州: 浙江省建筑设计研究院, 2009. (LI Bing-he, LIU Xing-wang. Excavation design of the MTR property project of Hangzhou Metro Line 1 Longxiang station[R]. Hangzhou: Zhejiang Province Architectural Design and Research Institute, 2009. (in Chinese))
    [2]
    浙江省综合勘察研究院. 杭州工联大厦扩建工程工程地质勘察报告[R]. 杭州: 浙江省综合勘察研究院, 2009. (Zhejiang Comprehensive Investigation Research Institute. Geotechnical investigation of the expansion project of the Hangzhou Union Buildiong[R]. Zhejiang Comprehensive Investigation Research Institute, 2009. (in Chinese))
    [3]
    B33/T10008—2000 建筑基坑工程技术规程[S]. 杭州:浙江省标准设计站, 2000. (DB33/T10008—2000 Code for technique of building foundation excavation engineering[S]. Hangzhou: Zhejiang Province Code Institute, 2000. (in Chinese))
    [4]
    刘国彬, 王卫东. 基坑工程手册[M]. 2版. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Excavation engineering handbook[M]. 2nd ed. Beijing: China Architecture & Building Press, 2009. (in Chinese))
    [5]
    JGJ 120—99 建筑基坑支护技术规程[S]. 1999. (JGJ 120—99 Technical specification for retaining and protection of building foundation excavations[S]. 1999. (in Chinese))
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