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contributor authorTimothy D. Stark
contributor authorJeffrey W. Martin
contributor authorGina T. Gerbasi
contributor authorTodd Thalhamer
contributor authorR. Edwin Gortner
date accessioned2017-05-08T21:47:22Z
date available2017-05-08T21:47:22Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29gt%2E1943-5606%2E0000596.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62372
description abstractSubtitle D landfills may contain aluminum from residential and commercial solid waste, industrial waste, and aluminum production wastes. Some aluminum-bearing waste materials, particularly aluminum production wastes, may react with liquid in a landfill and cause uncontrolled temperature increases, significant changes in gas composition and pressure, nuisance odors, and changes in leachate composition and quantity. Such reactions may also cause degradation of leachate quality (e.g., increased ammonia, sodium, potassium, chloride, and TDS concentrations), combustion of the surrounding waste, damage to engineered components (gas collection systems, leachate collection systems, and liner system materials), and slope instability. Temperatures exceeding 150°C (300°F), generation and accumulation of undesirable explosive and toxic gases (e.g., hydrogen, acetylene, ammonia, carbon monoxide, and benzene), and gas pressures exceeding 210 kPa (30.5 psi) have been observed. Water from leachate recirculation, precipitation, the waste, or groundwater infiltration can initiate the exothermic reaction if aluminum production wastes are present. This paper uses a case history to illustrate some indicators of an aluminum reaction and problems that can develop from such a reaction in a Subtitle D landfill.
publisherAmerican Society of Civil Engineers
titleAluminum Waste Reaction Indicators in a Municipal Solid Waste Landfill
typeJournal Paper
journal volume138
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000581
treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
contenttypeFulltext


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