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    Numerical Solution for Nonlinear Consolidation of Composite Foundations with Impervious Piles Based on Hansbo’s Flow 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025047-1
    Author(s): Kuo Li; Mengmeng Lu; Jinxin Sun; Kang Yang; Xiusong Shi
    Publisher: American Society of Civil Engineers
    Abstract: In composite foundations, impervious piles function as vertical reinforcement, significantly enhancing the bearing capacity of the foundation. However, compared to granular material piles, the drainage path in composite ...
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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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