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    Evaluation of Tunneling-Induced Lateral Pile Response by an Artificial Intelligence Optimization Algorithm 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 010:;page 04023178-1
    Author(s): Wenbo Gu; Hongjiang Li; Liyuan Tong
    Publisher: ASCE
    Abstract: The efficient assessment of tunneling effects on adjacent existing piles is significant for underground constructions. In this study, a new analytical approach was developed to rapidly assess lateral pile responses due to ...
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    Effect of Excavation Sequence on Uplift Deformation of Underlying Existing Metro Tunnel 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 002:;page 04021003-1
    Author(s): Tao Yang; Liyuan Tong; Huangsong Pan; Zhansheng Wang; Xiuming Chen; Hongjiang Li
    Publisher: ASCE
    Abstract: Although an appropriate excavation sequence contributes to minimizing the excavation-induced impact on the underlying existing tunnel, few studies have focused on the comparison of the excavation sequence for engineering ...
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    Reliability Analysis of Shield Tunnel Lining in Service with Field Inspection 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Xiangchun Xu; Songyu Liu; Liyuan Tong; Hongjiang Li
    Publisher: ASCE
    Abstract: Under long-term service, shield tunnel linings are prone to diseases such as bolt corrosion, reinforcement corrosion, and cracks; therefore reliability analysis of tunnel linings is significant for overall tunnel stability. ...
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    DSpace software copyright © 2002-2015  DuraSpace
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