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    Transient Response of an Unsaturated Single-Layer Seabed Subjected to a Vertical Compressional Wave 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024133-1
    Author(s): Rong Ma; Zhendong Shan; Liping Jing
    Publisher: American Society of Civil Engineers
    Abstract: The seismic response of seabed is fundamental for researching the seismic response of marine structures. The one-dimensional transient response of an unsaturated seabed was studied in this paper. An analytical solution for ...
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    Semianalytical Solution for the Transient Response of One-Dimensional Saturated Multilayered Soil Column 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022232
    Author(s): Yun Zhao; Xuemei Chen; Zhendong Shan; Daosheng Ling; Zhaoran Xiao
    Publisher: ASCE
    Abstract: A semianalytical solution was obtained in the time domain directly for the one-dimensional transient response of a saturated multilayered soil column under typical boundary conditions based on Biot theory, which could take ...
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    A Semianalytical Solution for the Transient Response of One-Dimensional Unsaturated Single-Layer Porous Media with General Boundary Conditions 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 006:;page 04024024-1
    Author(s): Yun Zhao; Xuemei Chen; Zhanglong Chen; Daosheng Ling; Zhendong Shan; Zhaoran Xiao
    Publisher: ASCE
    Abstract: According to the governing wave equations for unsaturated porous media, a theoretical model is proposed to obtain the transient response solution of single-layer unsaturated porous media in one-dimensional conditions with ...
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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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    Analytical Solutions for Consolidation of Unsaturated Soil with Time-Dependent Boundary Conditions 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021175-1
    Author(s): Daosheng Ling; Song Zhu; Zhendong Shan; Jiajun Niu; Tianhao Zhao
    Publisher: ASCE
    Abstract: Unsaturated soil is widely distributed in geotechnical projects, of which the consolidation and settlement are of great importance. Based on the consolidation theory of unsaturated soil, proposed by Fredlund and Hansan, ...
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