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    Erosion Rate of Dispersive and Nondispersive Clays

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author:
    Alaeddin Shaikh
    ,
    James F. Ruff
    ,
    Wayne A. Charlie
    ,
    Steven R. Abt
    DOI: 10.1061/(ASCE)0733-9410(1988)114:5(589)
    Publisher: American Society of Civil Engineers
    Abstract: Erosion rates of unsaturated compacted sodium and calcium montmorillonite clays are measured under a range of tractive shear stresses. The calcium montmorillonite is treated with additives calcium chloride and sodium carbonate to obtain samples with different chemical compositions. Samples are compacted at near the optimum water content and subjected to flowing water in the flume. The tractive stress is determined by measuring the velocity distribution of the flow and using the Prandtl‐von Karman equation. The tractive stress ranges from 1.67–12.9 Pa. The erosion rate of calcium montmorillonite (a nondispersive clay) is two orders of magnitude higher than that of sodium montmorillonite (a dispersive clay). When calcium montmorillonite is treated with 0.88% by dry weight sodium carbonate, the erosion rate is reduced to the same order as sodium montmorillonite. Empirical equations are developed to estimate the erosion rate of compacted unsaturated montmorillonite clay as a function of the sodium adsorption ratio and tractive stress.
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      Erosion Rate of Dispersive and Nondispersive Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20301
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    contributor authorAlaeddin Shaikh
    contributor authorJames F. Ruff
    contributor authorWayne A. Charlie
    contributor authorSteven R. Abt
    date accessioned2017-05-08T20:35:02Z
    date available2017-05-08T20:35:02Z
    date copyrightMay 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A5%28589%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20301
    description abstractErosion rates of unsaturated compacted sodium and calcium montmorillonite clays are measured under a range of tractive shear stresses. The calcium montmorillonite is treated with additives calcium chloride and sodium carbonate to obtain samples with different chemical compositions. Samples are compacted at near the optimum water content and subjected to flowing water in the flume. The tractive stress is determined by measuring the velocity distribution of the flow and using the Prandtl‐von Karman equation. The tractive stress ranges from 1.67–12.9 Pa. The erosion rate of calcium montmorillonite (a nondispersive clay) is two orders of magnitude higher than that of sodium montmorillonite (a dispersive clay). When calcium montmorillonite is treated with 0.88% by dry weight sodium carbonate, the erosion rate is reduced to the same order as sodium montmorillonite. Empirical equations are developed to estimate the erosion rate of compacted unsaturated montmorillonite clay as a function of the sodium adsorption ratio and tractive stress.
    publisherAmerican Society of Civil Engineers
    titleErosion Rate of Dispersive and Nondispersive Clays
    typeJournal Paper
    journal volume114
    journal issue5
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:5(589)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 005
    contenttypeFulltext
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