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    Hydromechanical Constitutive Model for Unsaturated Soils with Different Overconsolidation Ratios 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Wugang Li; Qing Yang
    Publisher: American Society of Civil Engineers
    Abstract: Overconsolidated unsaturated soils emerge in many engineering problems. This article presents a constitutive model for unsaturated soils using skeleton stress and degree of saturation as fundamental variables. A subloading ...
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    Structural Parameter of Structured Soils and Its Application in Constitutive Modeling 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023245-1
    Author(s): Wugang Li; Wenhua Liu; Lanlan Yang; Long Wang
    Publisher: ASCE
    Abstract: Structured soils exhibit significantly different mechanical behaviors than reconstituted soils because of the influence of their structure. A theoretical study of the structured soils is carried out in this paper. A newly ...
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    Effect of Curing Temperature on the Strength Development of Magnesium Oxychloride Cement–Solidified Clay 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 006:;page 04024093-1
    Author(s): Wenhua Liu; Yang Tao; Wugang Li; Yimeng Zhu
    Publisher: ASCE
    Abstract: Magnesium oxychloride cement (MOC) is an environment-friendly cement often used for stabilizing soft soils because of its exceptional mechanical properties. In this study, the influence of curing temperature on the strength ...
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