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    Analytical Solution for Nonlinear Consolidation Considering Time-Dependent Well Resistance and Lateral Deformation under Vacuum Preloading 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024065-1
    Author(s): Yupeng Cao; Xia Bian; Mingdong Li; Guizhong Xu
    Publisher: ASCE
    Abstract: The consolidation behavior of a foundation with vertical drains under vacuum preloading is affected by the lateral deformation and well resistance. In this study, a nonlinear consolidation model is developed based on the ...
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    Evaluation of Vertical Superimposed Stress in Subsoil Induced by Embankment Loads 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 001
    Author(s): Heng Wang; Ling-Ling Zeng; Xia Bian; Zhen-Shun Hong
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a practical method of determining embankment loads-induced vertical superimposed stress in subsoil by incorporating the effects of contact stress and soil elastoplastic behavior. The particulate–probabilistic ...
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    Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author(s): Xia Bian; Yu-Peng Cao; Zhi-Feng Wang; Guo-Quan Ding; Guo-Hui Lei
    Publisher: American Society of Civil Engineers
    Abstract: A series of isotropically consolidated undrained triaxial tests were performed on cemented clay with super-absorbent polymer (SAP) at high water content to investigate the effect of SAP content on the undrained shear ...
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    Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023123-1
    Author(s): Yiwen Zeng; Xiusong Shi; Hao Xiong; Wenbo Chen; Xia Bian
    Publisher: ASCE
    Abstract: Naturally sedimentary soils, such as marine clays, weathered residual soils, and glacial deposits, usually possess a certain amount of sand particles. These types of soils could be classified as sandy clay, because the ...
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