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袁静, 陈金友, 刘兴旺, 何小龙. 粉砂土地基多个紧邻的深大基坑工程交界面围护结构控制技术研究[J]. 岩土工程学报, 2014, 36(zk2): 99-105. DOI: 10.11779/CJGE2014S2017
引用本文: 袁静, 陈金友, 刘兴旺, 何小龙. 粉砂土地基多个紧邻的深大基坑工程交界面围护结构控制技术研究[J]. 岩土工程学报, 2014, 36(zk2): 99-105. DOI: 10.11779/CJGE2014S2017
YUAN Jing, CHEN Jin-you, LIU Xing-wang, HE Xiao-long. Control technology of interface retaining structures of multiple adjacent deep excavations in silty sand[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 99-105. DOI: 10.11779/CJGE2014S2017
Citation: YUAN Jing, CHEN Jin-you, LIU Xing-wang, HE Xiao-long. Control technology of interface retaining structures of multiple adjacent deep excavations in silty sand[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 99-105. DOI: 10.11779/CJGE2014S2017

粉砂土地基多个紧邻的深大基坑工程交界面围护结构控制技术研究

Control technology of interface retaining structures of multiple adjacent deep excavations in silty sand

  • 摘要: 以杭州火车东站扩建工程、综合体西广场、地铁盾构隧道及站房、周边配套设施等多个紧邻集中施工的大型深基坑工程为背景,根据特定场地土质条件,通过确定合理施工时序、制定自立式围护结构设计原则,设置多个独立封闭的止水帷幕等,得到了一系列交界面关键控制技术,保证了特大型多个基坑工程如期顺利完成。

     

    Abstract: Multiple adjacent large and deep excavations are closely related and largely affected each other by centralized construction. Through the determination of reasonable construction sequence and the design principle of self retaining structure, A series of interface retaining structure control technologies are obtained by setting up multiple independent closed curtains. The construction is successful with the deformation of metro tunnel in the range of allowable values.

     

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