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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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