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contributor authorTarek Abichou
contributor authorCraig H. Benson
contributor authorTuncer B. Edil
date accessioned2017-05-08T21:26:54Z
date available2017-05-08T21:26:54Z
date copyrightDecember 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A12%281174%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51843
description abstractA laboratory testing program was conducted to assess the use of foundry sands from gray iron foundries, typically called green sands, as hydraulic barrier materials. Foundry green sands are mixtures of fine uniform sand, bentonite, and other additives. Specimens of foundry sand were compacted in the laboratory at a variety of water contents and compactive efforts and then permeated in rigid-wall and flexible-wall permeameters to define relationships between hydraulic conductivity, compaction water content, and dry unit weight. Additional tests were conducted to assess how hydraulic conductivity of compacted foundry sand is affected by environmental stresses such as desiccation, freeze-thaw, and chemical permeation. Results of the tests show that the hydraulic conductivity of foundry sand is sensitive to the same variables that affect hydraulic conductivity of compacted clays (i.e., compaction water content, and compactive effort). However, hydraulic conductivities <10
publisherAmerican Society of Civil Engineers
titleFoundry Green Sands as Hydraulic Barriers: Laboratory Study
typeJournal Paper
journal volume126
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:12(1174)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 012
contenttypeFulltext


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