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contributor authorJohn J. Bowders
contributor authorJiunn Ping Tan
contributor authorDavid E. Daniel
date accessioned2017-05-08T21:25:58Z
date available2017-05-08T21:25:58Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%291090-0241%281997%29123%3A11%281030%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51262
description abstractIn regions dominated by high-carbonate aggregates, landfill owners are faced with using alternative materials for leachate collection systems. Expanded clay and shale, known as lightweight aggregates, contain essentially no carbonates and may provide a suitable alternative. We performed an engineering evaluation of expanded clay and shale aggregates to assess their suitability for leachate collection systems. The hydraulic conductivities of the aggregates under 350 kPa normal stress exceeded the often-specified minimum regulatory value (0.01 cm/s) by one or two orders of magnitude. The aggregate showed no deterioration after being immersed in municipal solid waste leachate for more than 60 days. Interface friction angles between the dry aggregates and smooth high-density polyethylene geomembrane at 7 kPa normal stress ranged from 23° to 27°. Based on the results of our evaluation, it is our conclusion that expanded clay and expanded shale aggregates are viable and competent materials for use in leachate collection systems in municipal solid-waste landfills.
publisherAmerican Society of Civil Engineers
titleExpanded Clay and Shale Aggregates for Leachate Collection Systems
typeJournal Paper
journal volume123
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1997)123:11(1030)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
contenttypeFulltext


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