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    Two-Dimensional Nonlinear Consolidation of Saturated Clay Considering Anisotropic Hansbo’s Flow 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024287-1
    Author(s): Chaofan Liu; Zhongyu Liu; Tongtong Huang; Juwita Juwita
    Publisher: American Society of Civil Engineers
    Abstract: The permeability in the natural clay layer is obviously anisotropic, and the flow of water in the pores often deviates from Darcian law. In order to analyze the effect of anisotropic non-Darcian flow on the two-dimensional ...
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    Unified Catastrophic Model for Collapsible Loess 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Tiande Miao; Zhongyu Liu; Yonghong Niu
    Publisher: American Society of Civil Engineers
    Abstract: A unified model considering the microstructure instability and a set of complete constitutive relations, which describes the volumetric collapse and shearing collapse simultaneously, is developed for collapsible loess in ...
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    Large-Strain Elastic Viscoplastic Consolidation of Vertical Drains with Non-Darcian Flow Incorporating Well Resistance and Smear Zone 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022246-1
    Author(s): Chuanyong Xu; Jiachao Zhang; Zhongyu Liu
    Publisher: American Society of Civil Engineers
    Abstract: Vertical drains improve the consolidation of soft clay, characterized by the large void ratio, high compressibility, and high water content, but the consolidation theory still needs to be improved. This paper investigated ...
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