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    Freeze–Thaw Impact on Sandy Clay in Artificial Frozen Walls: An Investigation of Shear Strength and Pore-Size Distribution 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022230
    Author(s): Ran An; Xianwei Zhang; Yixian Wang; Xinyu Liu; Chang Chen; Jianwu Gong
    Publisher: ASCE
    Abstract: Artificial ground freezing construction is an effective and widely adopted method for reinforcement in constructing subway tunnels. Regarding sandy clay in artificial frozen walls, changes in its microstructure can affect ...
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    Closure to “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 07022016
    Author(s): Xinyu Liu; Xianwei Zhang; Lingwei Kong
    Publisher: ASCE
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    Mechanical Response of Granite Residual Soil Subjected to Impact Loading 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021092-1
    Author(s): Xinyu Liu; Xianwei Zhang; Lingwei Kong; Cheng Chen; Gang Wang
    Publisher: ASCE
    Abstract: When constructing subway tunnels, blasting is commonly used to deal with granite boulders in weathered granite formations. It is, therefore, crucial to evaluate how the blasting-induced impact loading affects surrounding ...
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    Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022218
    Author(s): Cheng Chen; Xinming Li; Weizheng Liu; Xianwei Zhang; Lingwei Kong
    Publisher: ASCE
    Abstract: The Kunming peaty soil exhibits distinct physical and mechanical properties from the inorganic clay due to the special soil-forming process and material composition. To better understand the viscous behavior of peaty soil, ...
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    Dynamic Evolution of Cracks in Slag-Modified Soil under Uniaxial Loading Using Real-Time X-Ray Computed Tomography 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006:;page 04023159-1
    Author(s): Ran An; Xianwei Zhang; Yixian Wang; Cheng Chen; Xin Chen
    Publisher: American Society of Civil Engineers
    Abstract: The cracking behavior of subgrade filling is crucial for the stability of road embankments. Slag-modified soil (SMS), which is commonly used as a reinforcing material for construction in highway and railway engineering, ...
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    Shear Strength Anisotropy of Natural Granite Residual Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021168
    Author(s): Xinyu Liu; Xianwei Zhang; Lingwei Kong; Song Yin; Yiqing Xu
    Publisher: ASCE
    Abstract: A significant feature of residual soil is the presence of a cemented structure and fissures that dominate its anisotropic behavior. Although the anisotropy of some sedimentary soils is well understood, that of residual ...
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    Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 05021016
    Author(s): Xianwei Zhang; Xinyu Liu; Zhixiong Chang; Zhihai Liu; Dunmeng Yu; Yue Li
    Publisher: ASCE
    Abstract: This case study focuses on an International Circuit project in China where unmanned automobiles are to be tested in the future. The subgrade undergoes extensive settlement because of the widely distributed lacustrine ...
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    Dynamic Evolution of Desiccation Cracks and Their Relationship with the Hydraulic Properties of Expansive Soil 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04023299-1
    Author(s): Haodong Gao; Ran An; Xianwei Zhang; Gang Wang; Xinyu Liu; Yiqing Xu
    Publisher: ASCE
    Abstract: The desiccation cracking of expansive soil plays a crucial role in the structural integrity and long-term stability of infrastructure foundations. While the occurrence of surface cracks and shrinkage deformation in expansive ...
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    A General Method for Quantifying the Shear Strength Anisotropy of Soil 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024052-1
    Author(s): Xinyu Liu; Yu Miao; Xianwei Zhang; Bin Ruan; Hongjun He; Haodong Gao
    Publisher: ASCE
    Abstract: Although extensive investigations have been performed on soil anisotropy, little information is available regarding its quantification. The quantification of anisotropy reflects the extent to which the inherent anisotropy ...
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    Advanced Nondestructive Monitoring and Detection Apparatus against Marine Concrete Durability: A Review 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002:;page 04025011-1
    Author(s): Xiangbo Xu; Mingzhe Zhang; Zhe Li; Xianwei Zhang; Bo Ran; Weidong Xu; Shuai Wang; Lei Xu
    Publisher: American Society of Civil Engineers
    Abstract: Monitoring and evaluating the durability performance of concrete is crucial for predicting its remaining service life. This paper comprehensively discusses various types of monitoring and evaluation equipment used to assess ...
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