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CHEN Yong-cai. Application of a new retaining structure in deep underground projects adjacent to sensitive environment[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 70-73. DOI: 10.11779/CJGE2015S2015
Citation: CHEN Yong-cai. Application of a new retaining structure in deep underground projects adjacent to sensitive environment[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 70-73. DOI: 10.11779/CJGE2015S2015

Application of a new retaining structure in deep underground projects adjacent to sensitive environment

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  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
  • Both the TRD construction method and dual-purpose wall method are newly developed retaining techniques for excavations. Adjacent to the excavation of Nanjing Ecological Park, there are several streets, a metro station, tunnels and a lot of municipal pipelines. The general information of the project and the design work of the deep excavation are introduced. In particular, the details of the TRD construction method used for protecting the metro station and the dual-purpose wall method adopted for energy saving purpose are introduced. The field monitoring results on the performance of the excavation are discussed as well. With the help of these new techniques, the excavation has been successfully completed. The monitoring results show that the influences of the excavation on the adjacent environments are limited by using the TRD construction method and dual-purpose wall method.
  • [1]
    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))
    [2]
    王卫东, 沈 健.基坑围护排桩与地下室外墙相结合的“桩墙合一”的设计与分析[J]. 岩土工程学报, 2012, 34(增刊): 303-308. (WANG Wei-dong, SHEN Jian. Design and analysis of unity of support piles and basement external walls[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 303-308. (in Chinese))
    [3]
    王卫东, 常林越, 谭 轲. 采用TRD工法控制承压水的邻近地铁深基坑工程设计与实践[J]. 岩土力学, 2012, 42(5): 168-171. (WANG Wei-dong, CHANG Lin-yue, TAN Ke. Design and practice of a deep excavation using TRD construction method cutting off confined water nearby subway tunnel[J]. Rock and Soil Mechanics, 2012, 42(5): 168-171. (in Chinese))
    [4]
    王卫东, 翁其平, 陈永才. 56 m深TRD工法搅拌墙在深厚承压含水层中的成墙试验研究[J]. 岩土力学, 2014, 35(11): 3247-3252. (WANG Wei-dong, WENG Qi-ping, CHEN Yong-cai. Experimental investigation of construction of a 56m deep constant thickness cement-soil wall using Trench Cutting Re-mixing Deep Wall (TRD) method in deep aquifers[J]. Rock and Soil Mechanics, 2014, 35(11): 3247-3252. (in Chinese))
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