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contributor authorS. Prapaharan
contributor authorA. G. Altschaeffl
contributor authorB. J. Dempsey
date accessioned2017-05-08T20:34:06Z
date available2017-05-08T20:34:06Z
date copyrightSeptember 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A9%281139%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19814
description abstractThis study presents procedures with which one can predict the equilibrium water content, in-service, of a clayey pavement subgrade. Mercury intrusion and pore-size distribution of a specimen of the soil at the in-service fabric are utilized to establish the soil moisture characteristic curve. The procedures are relatively quick, reasonably routine, and reproduceable. Predictions are believed reliable for sites where the soil water suctions are in excess of 500 cm (16 ft) of water depending upon the soil.
publisherAmerican Society of Civil Engineers
titleMoisture Curve of Compacted Clay: Mercury Intrusion Method
typeJournal Paper
journal volume111
journal issue9
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:9(1139)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 009
contenttypeFulltext


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