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    Sedimentation of Clayey Slurry

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author:
    T. S. Tan
    ,
    K. Y. Yong
    ,
    E. C. Leong
    ,
    S. L. Lee
    DOI: 10.1061/(ASCE)0733-9410(1990)116:6(885)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the sedimentation of clayey slurry is studied using Kynch's theory. This theory is attractive as the only property needed, the permeability, can be determined from the surface settlement curve. The assumption in Kynch's theory that the settling velocity is a function of the concentration alone is investigated first and found to depend also on the initial condition; an indication of the effect of flocculation. The theory is then reformulated and it is shown that the permeability‐versus‐void‐ratio relationship of the slurry can be determined from its surface settlement versus time curve. Modifications that still maintained the simplicity of Kynch's theory are then introduced to account for the dependence on an initial condition that reflects the changes in the soil fabric due to flocculation. A number of experiments are then conducted and the measured surface settlement and density are compared with the predicted values. The good agreement confirms the validity of the approach adopted.
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      Sedimentation of Clayey Slurry

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20648
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    contributor authorT. S. Tan
    contributor authorK. Y. Yong
    contributor authorE. C. Leong
    contributor authorS. L. Lee
    date accessioned2017-05-08T20:35:44Z
    date available2017-05-08T20:35:44Z
    date copyrightJune 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A6%28885%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20648
    description abstractIn this paper, the sedimentation of clayey slurry is studied using Kynch's theory. This theory is attractive as the only property needed, the permeability, can be determined from the surface settlement curve. The assumption in Kynch's theory that the settling velocity is a function of the concentration alone is investigated first and found to depend also on the initial condition; an indication of the effect of flocculation. The theory is then reformulated and it is shown that the permeability‐versus‐void‐ratio relationship of the slurry can be determined from its surface settlement versus time curve. Modifications that still maintained the simplicity of Kynch's theory are then introduced to account for the dependence on an initial condition that reflects the changes in the soil fabric due to flocculation. A number of experiments are then conducted and the measured surface settlement and density are compared with the predicted values. The good agreement confirms the validity of the approach adopted.
    publisherAmerican Society of Civil Engineers
    titleSedimentation of Clayey Slurry
    typeJournal Paper
    journal volume116
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:6(885)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    contenttypeFulltext
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