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    Coupled Large Deformation and Contaminant Transport in Low-Permeability Clay Layers: Role of Threshold Hydraulic Gradient 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 008:;page 04026059-1
    Author(s): Li, Chuanxun; Wu, Chunfeng
    Publisher: American Society of Civil Engineers
    Abstract: AbstractNatural low-permeability clay is usually used as underlying layers at dredged sludge disposal sites. Both laboratory and field measurements of clay settlement revealed the existence of a threshold hydraulic gradient ...
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    Large-Strain Consolidation Model for Soft Soils Treated with Air-Boosted Vacuum Preloading: Analytical and Numerical Solutions 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04025369-1
    Author(s): He, Junxian; Jiang, Liuhui; Li, Chuanxun
    Publisher: American Society of Civil Engineers
    Abstract: Abstract As an emerging soft soil improvement technology, air-boosted vacuum preloading accelerates consolidation by enhancing the horizontal pressure differential between vertical drains and surrounding soils. Studies ...
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    Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 011
    Author(s): Li Chuanxun;Huang Jinsong;Wu Lizhou;Lu Jianfei;Xia Changqing
    Publisher: American Society of Civil Engineers
    Abstract: There are no analytical solutions concerning the consolidation of a clay layer subjected to a ramp load with consideration of the variation of the consolidation coefficient and the nonlinearity of compressibility and ...
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