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dc.contributor.authorR. Jeffrey Dunn
dc.contributor.authorJames K. Mitchell
dc.date.accessioned2017-05-08T22:07:38Z
dc.date.available2017-05-08T22:07:38Z
dc.date.copyrightNovember 1984
dc.date.issued1984
dc.identifier.other30083805.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/71862
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleFluid Conductivity Testing of Fine‐Grained Soils
dc.typeJournal Paper
dc.journal.volume110
dc.journal.issue11
dc.journal.titleJournal of Geotechnical Engineering
dc.identifier.doi10.1061/(ASCE)0733-9410(1984)110:11(1648)
dc.treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
dc.contenttypeFulltext


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