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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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