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    Mechanism of Elastic–Plastic Crack Initiation in Unsaturated Rock Cracks under Gas–Ice Pressure at Low Temperatures 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 002:;page 04024113-1
    Author(s): Tian Xiang; Wenhua Chen
    Publisher: American Society of Civil Engineers
    Abstract: While analyzing the frost heaving and cracking of rock mass in cold regions, it is generally assumed that the cracks are fully saturated. However, rock mass cracks are often in an unsaturated state in actual engineering ...
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    Dynamic Response of Tunnels Surrounded by Thawing Permafrost with Anisotropic Frost Heave in Cold Regions: Considering the Movement of the Frozen Interface 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 002:;page 04022112-1
    Author(s): Shuocheng Zhang; Wenhua Chen; Hua Liu
    Publisher: American Society of Civil Engineers
    Abstract: This paper considers the anisotropic frost heave that occurs in frozen soils during thawing and investigates the dynamic response of tunnel systems in such regions to a uniformly distributed load. The phase change of ice ...
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    Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 003:;page 04024015-1
    Author(s): Qiang Wang; Yufen Zhang; Wenhua Chen; Bai Zhang
    Publisher: American Society of Civil Engineers
    Abstract: An experimental campaign was undertaken to characterize the mechanical properties of newly proposed aluminum alloy ribs (ARs)-anchored glass fiber–reinforced polymer (GFRP) bars via tensile, short beam shear and pullout ...
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    Strength of Recompacted Loess Affected by Coupling between Acid–Base Pollution and Freeze–Thaw Cycles 

    Source: Journal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Shuocheng Zhang; Hua Liu; Wenhua Chen; Fengyun Liu
    Publisher: ASCE
    Abstract: To study how the coupling between acid–base pollution and freeze–thaw cycles (FTCs) affects the shear-strength properties of recompacted loess, soil specimens are subjected to direct shear tests after FTCs. The experimental ...
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