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dc.contributor.authorAnwar Al-Yaqout
dc.contributor.authorFrank Townsend
dc.date.accessioned2017-05-08T21:29:56Z
dc.date.available2017-05-08T21:29:56Z
dc.date.copyrightOctober 2004
dc.date.issued2004
dc.identifier.other%28asce%291090-025x%282004%298%3A4%28238%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/53774
dc.description.abstractModernization of municipal solid waste (MSW) landfills needs basic environment protection furnished by base liner and cover systems. In an effort to help developed arid countries build safe MSW sites that are environmentally acceptable and cost effective, laboratory and field tests were conducted on the natural Kuwaiti calcareous sand, locally known as gatch, to study its applicability to liner and cover system. Laboratory test included permeability assessment using flexible wall permeability tests (ASTM D 5084). Permeability was assessed in the field by two-stage borehole permeability test (TSBs) (ASTM Z 2509Z). Laboratory results indicated that gatch sands are considered a low permeability soil when compacted at optimum moisture content and maximum dry density by the modified Proctor test. In the laboratory a permeability value as low as
dc.publisherAmerican Society of Civil Engineers
dc.titleApplicability of Caliche (Gatch) as Liner/Cover in Arid Climate Landfills: Laboratory and Field Pad Testing of Permeability
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue4
dc.journal.titlePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management
dc.identifier.doi10.1061/(ASCE)1090-025X(2004)8:4(238)
dc.treePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2004:;Volume ( 008 ):;issue: 004
dc.contenttypeFulltext


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