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    Closed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04026020-1
    Author(s): Lin, Mingke; Qin, Changbing; Lei, Xiaoqin; Ding, Xuanming
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Large-diameter rigid piles with a low embedded depth-to-diameter ratio have been predominantly utilized in offshore wind turbines. A reliable way to evaluate the lateral bearing capacity of rigid piles in sandy ...
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    Role of Soil–Well Interaction in the Transverse Kinematic Response of a Downhole Seismometer to S Waves: A Viscoelastic Solution 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025145-1
    Author(s): Qu, Liming; Kouroussis, Georges; Yang, Changwei; Ding, Xuanming; Peng, Yu
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe seismic signal received from a seismometer installed in a downhole well can be affected by soil–well interaction, leading to amplification or attenuation. This study presents a viscoelastic solution to the ...
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    Heat Transfer Performance of an Energy Tunnel in a Cold Region through Numerical Simulation 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008:;page 04026141-1
    Author(s): Guo, Yue; Wang, Chenglong; Bouazza, Abdelmalek; Jiang, Jize; Kong, Gangqiang; Ding, Xuanming
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This research develops a numerical model to simulate the thermal performance of energy tunnels in cold regions, with validation through laboratory-scale model tests. Using the Daban Mountain Tunnel as a prototype, ...
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