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    Responses of Shallowly Buried Pipelines to Adjacent Deep Excavations in Shanghai Soft Ground 

    Source: Journal of Pipeline Systems Engineering and Practice:;2018:;Volume ( 009 ):;issue: 002
    Author(s): Tan Yong;Lu Ye
    Publisher: American Society of Civil Engineers
    Abstract: Analyses of well-documented field instrumentation data from two deep excavations in Shanghai soft ground indicate that displacements of shallowly buried pipelines caused by adjacent excavation are predominantly governed ...
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    Deep Excavation of the Gate of the Orient in Suzhou Stiff Clay: Composite Earth-Retaining Systems and Dewatering Plans 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Tan Yong;Lu Ye;Wang Dalong
    Publisher: American Society of Civil Engineers
    Abstract: From 25 to 21, a large excavation (approximately 26,  m2 in plane) was conducted in stiff clay deposits for the Gate of the Orient building in Suzhou, China. To reduce project cost and shorten construction duration, composite ...
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    Longitudinal Sliding Event during Excavation of Feng-Qi Station of Hangzhou Metro Line 1: Postfailure Investigation 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author(s): Tan Yong;Jiang Weizhen;Luo Wenjun;Lu Ye;Xu Changjie
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces thirteen kinds of typical excavation failures widely encountered in practice in China along with corresponding failure mechanisms and damages to adjacent structures and facilities. Emphasis is placed ...
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    Assessing the Risks and Technical Challenges of Reckless Pre-Excavation Dewatering and Through-Wall Leaking in Thick Aquifers 

    Source: Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 005:;page 04025040-1
    Author(s): Tan, Yong; Liu, Jun-Cheng; Lu, Ye
    Publisher: American Society of Civil Engineers
    Abstract: AbstractTill now, practitioners are not fully aware of the risks and technical challenges associated with either pre-excavation dewatering or through-wall leaking in thick aquifers; thus, relevant incidents happened ...
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