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contributor authorJae Y. Kim
contributor authorTuncer B. Edil
contributor authorJae K. Park
date accessioned2017-05-08T21:27:11Z
date available2017-05-08T21:27:11Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%291090-0241%282001%29127%3A2%28126%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52003
description abstractMovement of volatile organic compounds (VOCs) through compacted clay liners was investigated using laboratory-scale column and tank tests. Hydraulic conductivity of the compacted clay was not significantly impacted by the introduction of VOCs in concentrations up to 20 mg/L. Soil-water partition coefficients of the seven VOCs tested had a strong logarithmic relationship with the octanol-water partition coefficient. Partition coefficients from batch tests were in good agreement with those measured directly on soil samples at the termination of the column/tank tests. The VOCs were degraded in the clay, with estimated half-lives ranging from 2 to 116 days. Mechanical dispersion was not significant in the range of the hydraulic conductivities of the test specimens (i.e., <10
publisherAmerican Society of Civil Engineers
titleVolatile Organic Compound (VOC) Transport through Compacted Clay
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2001)127:2(126)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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