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contributor authorAnwar Al-Yaqout
contributor authorFrank Townsend
date accessioned2017-05-08T21:29:56Z
date available2017-05-08T21:29:56Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%291090-025x%282004%298%3A4%28238%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53774
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
publisherAmerican Society of Civil Engineers
titleApplicability of Caliche (Gatch) as Liner/Cover in Arid Climate Landfills: Laboratory and Field Pad Testing of Permeability
typeJournal Paper
journal volume8
journal issue4
journal titlePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management
identifier doi10.1061/(ASCE)1090-025X(2004)8:4(238)
treePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2004:;Volume ( 008 ):;issue: 004
contenttypeFulltext


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