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    Applicability of the Mindlin Solution from the Perspective of Saturated Soil 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007:;page 04025113-1
    Author(s): Yun Zhao; Mingyue Wu; Zhanglong Chen; Changnv Zeng; Ping Xu; Daosheng Ling
    Publisher: American Society of Civil Engineers
    Abstract: The Mindlin solution is extensively utilized in the field of geotechnical engineering, including settlement computations and assessing the geoenvironmental impacts of shield tunneling and foundation pit excavation. Despite ...
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    Semianalytical Solution for the Transient Response of Multilayered Unsaturated Viscoelastic Porous Media 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 008:;page 04025029-1
    Author(s): Yun Zhao; Dandan Liu; Zhanglong Chen; Ping Xu; Changnv Zeng; Zhendong Shan
    Publisher: American Society of Civil Engineers
    Abstract: Taking into account the stratification and viscoelastic properties of unsaturated porous media, the Poynting–Thomson viscoelastic model is integrated into the Biot-type wave equations tailored for unsaturated porous media, ...
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    Three-Dimensional Numerical Modeling of Ground Deformation during Shield Tunneling Considering Principal Stress Rotation 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021095-1
    Author(s): Hang Ruan; Yuke Wang; Yongshuai Wan; Xiang Yu; Changnv Zeng; Jinggan Shao
    Publisher: ASCE
    Abstract: In the process of tunnel excavation, the change of soil stress field will inevitably lead to principal stress axis rotation, which is a common but easily ignored phenomenon in shield tunneling. Therefore, it is necessary ...
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