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contributor authorJangguen Lee
contributor authorPatrick J. Fox
contributor authorJohn J. Lenhart
date accessioned2017-05-08T21:46:20Z
date available2017-05-08T21:46:20Z
date copyrightSeptember 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000061.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61824
description abstractThis paper presents an experimental investigation of the effect of clay consolidation on parameters that govern the advective-dispersive transport of an inorganic solute. Batch, diffusion, dispersion, and solute transport tests were conducted using kaolinite clay and dilute solutions of potassium bromide (KBr). Batch tests produced the highest levels of
publisherAmerican Society of Civil Engineers
titleInvestigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters
typeJournal Paper
journal volume135
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000047
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 009
contenttypeFulltext


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