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    Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow Considering Variable Well Resistance and Vacuum Pressure 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 002:;page 04023278-1
    Author(s): Chuanxun Li; Kuo Li
    Publisher: ASCE
    Abstract: The deviation of water seepage from Darcy’s law has been verified in soft soils with high compressibility. Consolidation behaviors of prefabricated vertical drains (PVD)-improved soft soils caused by non-Darcian flow have ...
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    Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author(s): Chuanxun Li; Mengmeng Lu; Haotian Ma
    Publisher: ASCE
    Abstract: For clays with low permeability, some experimental results show that there may exist a threshold hydraulic gradient, below which the water in clays cannot flow. This threshold hydraulic gradient induces a moving boundary ...
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    Nonlinear Consolidation Analysis of Stone Column Composite Foundations Considering Radial and Vertical Flows within the Stone Column and the Variation of Well Resistances 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 006:;page 04025086-1
    Author(s): Chuanxun Li; Yiyang Wang; Chunfeng Wu; Haoxuan Ma; Liuhui Jiang
    Publisher: American Society of Civil Engineers
    Abstract: The clogging effect caused by installing stone columns is depth dependent. The movement of soil particles into the stone column, which is induced by the consolidation of soils, further resulting in a clogging effect on the ...
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