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    Integral Lifting of a Three-Span Continuous Beam Bridge 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): Changjie Xu; Lige Xu; Jian Zhou
    Publisher: American Society of Civil Engineers
    Abstract: A three-span-continuous girder bridge has to be integrally lifted by 3 m to meet increased navigation capacity. This paper mainly introduces the lifting system mechanism, construction process, and bridge jack-up monitoring. ...
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    Vertical Vibration of a Pipe Pile in Viscoelastic Soil Considering the Three-Dimensional Wave Effect of Soil 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Changjie; Zheng; Xuanming; Ding; Yifei; Sun
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution is developed in this paper to investigate the vertical vibration of a pipe pile in viscoelastic soil. The soil is assumed to be a homogeneous and isotropic layer. The pipe pile is considered as a ...
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    Cost Savings Resulting from Optimum Material Selection 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 002
    Author(s): Wenjun Luo; Changjie Xu; Wennian Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the forensic analysis undertaken on two rehabilitation projects toward highlighting the cost savings achieved by implementing the optimum rehabilitation option and material made from these studies. ...
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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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    Numerical Investigation on Instability of Buildings Caused by Adjacent Deep Excavation 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021040-1
    Author(s): Changjie Xu; Kaifang Yang; Xiaozhen Fan; Jiajia Ge; Li Jin
    Publisher: ASCE
    Abstract: The embedded ratio of retaining structures and improved depth of ground at an excavation base are two key factors for the stability of deep excavation. For a collapsed excavation in soft clay in Hangzhou, China, a numerical ...
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    New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021114-1
    Author(s): Qingsheng Chen; Yang Li; Wenhai Ke; Sudip Basack; Changjie Xu
    Publisher: ASCE
    Abstract: Mitigating the ground vibration initiated by the passage of trains to safeguard the surrounding structures is a challenge for geotechnical engineers. Among various existing methods, open trenches are one of the most common ...
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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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    Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024114-1
    Author(s): Jinqiao Zhao; Qiang Ou; Xuecheng Liu; Changjie Zheng; Xuanming Ding
    Publisher: American Society of Civil Engineers
    Abstract: A series of model tests about vibroflotation were conducted to investigate soil property change on silica sand foundations, especially for earthquake-resistant behavior. First, the process of double-point vibroflotation ...
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    Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 006:;page 04025092-1
    Author(s): Lingxiao Guan; Lihong Tong; Changjie Xu; Haibin Ding
    Publisher: American Society of Civil Engineers
    Abstract: It is necessary to fully understand the settlement of high-speed railway subgrade induced by train loading to ensure the operation safety of high-speed trains. A 1:7 reduced-scale model test was designed to investigate the ...
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