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    New Method to Evaluate Antiwashout Performance of Grout for Preventing Water-Inrush Disasters 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Jingqiang Yuan; Weizhong Chen; Xianjun Tan; Diansen Yang; Qingyan Zhang
    Publisher: ASCE
    Abstract: Grouting is frequently used to prevent water-inrush disasters in tunnels and underground engineering. However, complex groundwater environment can significantly influence the grouting effect, especially the antiwashout ...
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    Hydromechanical Coupled Analysis of Water Inrush in a Karst Cave-Fracture Rock System: A Case Study 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 006:;page 04022052
    Author(s): Hui Li; Qun Sui; Xianjun Tan; Weizhong Chen; Enyu Chen
    Publisher: ASCE
    Abstract: The water diversion tunnel of the Suki-Kinari hydropower station in Pakistan passes through deep valleys with karst caves. Water and mud inrush disasters occurred during tunnel construction because of the adequate water ...
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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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    Elastic Wave Propagation through a Layered Rock Mass with Adhesive Bedding Planes 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023222-1
    Author(s): Wusheng Zhao; Changkun Qin; Weizhong Chen; Xianjun Tan
    Publisher: ASCE
    Abstract: Wave propagation in a layered rock mass is a common problem in geotechnical engineering. The bedding planes in a layered rock mass are generally in situ stressed and adhesively bonded. This study extended the time-domain ...
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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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    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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    Study on the Permeability Characteristics of Foamed Concrete Using a Pore-Scale Model from X-Ray Microcomputed Tomography Image Reconstruction and Numerical Simulation 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021117-1
    Author(s): Jingqiang Yuan; Weizhong Chen; Xianjun Tan; Wenli Yang; Diansen Yang; Hongdan Yu; Bo Zhou; Baohua Yang
    Publisher: ASCE
    Abstract: Foamed concrete has attracted increasing attention in civil engineering due to its unique properties. Permeability is one of the significant material properties that governs its long-term durability. This work presents a ...
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    Experimental and Theoretical Studies on Effect of Height-to-Diameter Ratios on Failure Forms and Mechanical Characteristics of Foamed Concrete 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): Xianjun Tan; Weizhong Chen; Diansen Yang; Hongyuan Liu; Andrew Hin Cheong Chan
    Publisher: American Society of Civil Engineers
    Abstract: The response of concrete under uniaxial loading is dependent on its density and the height-to-diameter (H∶D) ratio of the specimen, and this phenomenon has received wide attention in research on normal concrete. However, ...
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