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    Fully Coupled Model for One-Dimensional Large-Strain Consolidation and Heat Conduction in Saturated Clay 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 004:;page 04023014-1
    Author(s): Wenhao Jiang; Chen Feng; Shangqi Ge; Saiou Fu; Jiangshan Li
    Publisher: American Society of Civil Engineers
    Abstract: The consolidation characteristics of soils are affected by both mechanical loading and ambient temperature. However, research on this coupled theory is lacking. In this study, a fully coupled model for one-dimensional ...
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    General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 04022052
    Author(s): Wenhao Jiang; Lingwei Zheng; Shangqi Ge; Xunli Zhang
    Publisher: ASCE
    Abstract: A surcharge preloading method with time-dependent loading is widely used for accelerating the consolidation process of soft soils, and different loading patterns have a great effect on the consolidation characteristics. ...
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    Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023255-1
    Author(s): Wenhao Jiang; Jiangshan Li; Shangqi Ge; Chen Feng; Xiao Huang; Ping Wang
    Publisher: ASCE
    Abstract: Temperature changes affect the nonlinear consolidation process in soils, and there is limited associated theoretical research. In this study, the governing equations for nonlinear consolidation and thermal conduction are ...
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