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    Simplified Theoretical Prediction for Lateral Deformation of a Diaphragm Wall Using the General Third-Order Plate Theory 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 011:;page 04023188-1
    Author(s): L. H. Tong; Wanglong Guo; Changjie Xu; Haibin Ding
    Publisher: ASCE
    Abstract: The diaphragm wall is widely used in deep excavation engineering to guarantee the safety of the foundation pit and surrounding environment during excavation. An accurate prediction of the lateral deformation of the diaphragm ...
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    Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024031-1
    Author(s): Haibin Ding; Qiwei Wan; Changjie Xu; Xiaozhen Fan; Lihong Tong
    Publisher: ASCE
    Abstract: In excavation engineering, most of the retaining structures are subjected to asymmetrical loads, including in asymmetrical excavation and asymmetrical overloading. However, a theoretical solution to, and deformation-controlling ...
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    Analysis of Settlement of an Existing Tunnel Subjected to Undercrossing Tunneling Based on the Modified Vlasov Model 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04023300-1
    Author(s): Lingxiao Guan; Pei Wang; Haibin Ding; Jinlong Qin; Changjie Xu; Guohui Feng
    Publisher: ASCE
    Abstract: The behavior of an existing shield tunnel is significantly affected by undercrossing shield tunneling. In previous theoretical analyses, however, the effect of the interaction angle between the new and existing shield ...
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    Aseismic Performance Analysis of Composite Lining Embedded in Saturated Poroelastic Half Space 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Haibin Ding; L. H. Tong; Changjie Xu; Wentao Hu
    Publisher: ASCE
    Abstract: Earthquakes have been found to seriously threaten the structure of tunnels. To study the seismic performance of a composite lining embedded in a saturated poroelastic half space under an incident P wave, an analytical model ...
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