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    Effect of Pressure Gradient on Critical Shear Stress of Cohesive Soils 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Hicham “Sam” Salem; Colin D. Rennie
    Publisher: ASCE
    Abstract: Part of the difficulty in simulating or understanding the erosion of cohesive soils is the near impossibility of replicating field conditions, including the constantly varying pore water pressure and resulting seepage ...
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    Practical Determination of Critical Shear Stress in Cohesive Soils 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 010
    Author(s): Hicham (Sam) Salem; Colin D. Rennie
    Publisher: American Society of Civil Engineers
    Abstract: In comparison to sand and gravel, cohesive soils, and clays in particular, present significant challenges when critical entrainment thresholds and erosion rates are to be determined for a particular basin or modeled in the ...
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