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contributor authorR. Jeffrey Dunn
contributor authorJames K. Mitchell
date accessioned2017-05-08T22:07:38Z
date available2017-05-08T22:07:38Z
date copyrightNovember 1984
date issued1984
identifier other30083805.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71862
description abstractAdvective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was reviewed and found to be extremely variable, with the result that measurements on a given soil material often give variations of several orders of magnitude. An experimental program was completed using compacted clay soils to study several facets of laboratory testing practice, and a suitable test procedure for consistent results was developed. Recommendations on several important aspects of procedure are presented. The procedure was also evaluated with a synthetic lead‐zinc tailings leachate, and alteration of the test soils' hydraulic conductivity was evaluated and correlated with probable chemical interactions of the test permeants and soils.
publisherAmerican Society of Civil Engineers
titleFluid Conductivity Testing of Fine‐Grained Soils
typeJournal Paper
journal volume110
journal issue11
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:11(1648)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
contenttypeFulltext


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