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contributor authorBenson Craig H.;Chen Jiannan N.;Edil Tuncer B.;Likos William J.
date accessioned2019-02-26T07:59:29Z
date available2019-02-26T07:59:29Z
date issued2018
identifier other%28ASCE%29GT.1943-5606.0001855.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250716
description abstractTests were conducted on eight soils to determine how coal combustion product (CCP) leachates may affect the hydraulic conductivity of compacted soil liners (CSLs) used for CCP disposal facilities. The soils represent a broad range of particle-size distributions, Atterberg limits, and mineralogy, and meet minimum compositional recommendations for CSLs. Hydraulic conductivity tests were conducted with five characteristic CCP leachates from the Electric Power Research Institute (EPRI) database of CCP leachates. The testing confirmed that seven of the soils are suitable for a CSL. Five of the seven suitable soils have hydraulic conductivity<1×1−9  m/s when permeated with any of the CCP leachates at 28 kPa effective stress (disposal facility with first lift of CCP placed), as do all but one soil when the effective stress is 45 kPa. Larger increases in hydraulic conductivity are associated with soils having lower hydraulic conductivity to deionized water and significant montmorillonite content. Soils exhibiting the smallest increases in hydraulic conductivity have little to no montmorillonite. Hydraulic conductivity to CCP leachate is not related systematically to any of the primary index properties, indicating that mineralogy is a better indicator of sensitivity to CCP leachates than index properties. Increasing the effective stress from 28 to 45 kPa (≈2 to 3 m CCP depth) results in an average reduction hydraulic conductivity of 1×. The average reduction is 2× at 1 kPa and 5× at 25 kPa.
publisherAmerican Society of Civil Engineers
titleHydraulic Conductivity of Compacted Soil Liners Permeated with Coal Combustion Product Leachates
typeJournal Paper
journal volume144
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001855
page4018011
treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 004
contenttypeFulltext


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