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    Application of a Data-Driven Intelligent Information System in Infrastructure: Underwater Tunnel Case Study 

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 001:;page 04022069-1
    Author(s): Xuyan Tan; Weizhong Chen; Jianping Yang; Xianjun Tan
    Publisher: American Society of Civil Engineers
    Abstract: The intelligent management of infrastructure is crucial to maintain structural stability. Although much more attention has been paid to the development of intelligent systems, the cooperation and efficiency of different ...
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    Numerical Study of the Effects of Interbedded Layers on Rock Burst in Tunnel Engineering 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003:;page 04025003-1
    Author(s): Jianping Yang; Chenming Yang; Wusheng Zhao; Xi Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Rock burst is one of the most hazardous problems that is encountered during tunnel excavation. However, less research concerns tunnel excavation in an interbedded layer with alternating strong and soft layers. In this ...
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    Integrated Approach for Structural Stability Evaluation Using Real-Time Monitoring and Statistical Analysis: Underwater Shield Tunnel Case Study 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Xuyan Tan; Weizhong Chen; Luyu Wang; Xianjun Tan; Jianping Yang
    Publisher: ASCE
    Abstract: Real-time monitoring of underwater construction is important for structural stability. To prevent tunnel disasters, an integrated analysis framework for tunnel stability evaluation was proposed using real-time monitoring ...
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    Estimation of Elastic Compliance Matrix of Rock Mass Containing Penny-Shaped Fractures 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Jianping Yang; Weizhong Chen; Diansen Yang; Guojun Wu
    Publisher: American Society of Civil Engineers
    Abstract: In geotechnical engineering, fracture fillings or rough fracture surfaces often resist deformation and enhance the equivalent elastic moduli of fractured rock masses. In this study, the normal stiffness and shear stiffness ...
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    Performance of New Type of Foamed Concrete in Supporting Tunnel in Squeezing Rock 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Guojun Wu; Weizhong Chen; Xianjun Tan; Wusheng Zhao; Shanpo Jia; Hongming Tian; Jianping Yang
    Publisher: ASCE
    Abstract: For tunneling in squeezing rock, large deformation induced by tunnel excavation and creep of squeezing rock has been a great challenge during construction. This large deformation would keep growing for a long time, ...
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    Fatigue Strength of End-Coped Crane Runway Girders 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Xiaoli Tong; Christopher Y. Tuan; Jianping Yang; Jiaqi Zhang; Qingrui Yue
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue cracks were found on a series of end-coped crane runway girders after 14 years of service in a steel mill building in China. Two typical crane runway girders with different spans were studied in this paper. Finite ...
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