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contributor authorSteven R. Day
contributor authorDavid E. Daniel
date accessioned2017-05-08T20:34:05Z
date available2017-05-08T20:34:05Z
date copyrightAugust 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A8%28957%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19806
description abstractTwo prototype liners were constructed at a site near Austin, Texas, using clays of low and high plasticity. The clays were compacted to 100% of standard Proctor density at a water content slightly wet of optimum using a sheepsfoot roller. The overall hydraulic conductivity (
publisherAmerican Society of Civil Engineers
titleHydraulic Conductivity of Two Prototype Clay Liners
typeJournal Paper
journal volume111
journal issue8
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:8(957)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
contenttypeFulltext


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