Research Article
Jan 1978
Density of Milled and Unprocessed Refuse
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VIEW THE REPLYAuthors: Robert K. Ham, John J. Reinhardt, and Gerald W. SevickAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 104, Issue 1
Abstract
Of concern in landfilling for solid waste disposal is minimizing landfill space requirements by maximizing solid waste density. This paper presents the results of investigations into the effect on density of such factors as shredding the refuse, refuse moisture content, landfill machine static pressure and vibrations, machine compaction time, savings in cover soil resulting from the smoother face using milled refuse, and container wall effects during laboratory testing. Milling was shown to increase the density of residential-light commercial solid waste by 15% over unprocessed refuse (dry weight, field scale, equal compactive effort). Laboratory data indicated that the numerical increase in density is approximately constant over a wide pressure range, which means that the percentage increase would decrease at higher applied pressures. The effective refuse density in a landfill (pounds refuse per cubic yard landfill space) increased to 29% by shredding when no daily cover was used, compared to unprocessed refuse, covered daily.
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Published In
Journal of the Environmental Engineering Division
Volume 104 • Issue 1 • January 1978
Pages: 109 - 125
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jan 1978
Published online: Feb 11, 2021
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Authors
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Robert K. Ham
Prof. of Civ. and Environmental Engrg., Univ. of Wisconsin, Madison, Wisc.
John J. Reinhardt
Chf., Solid Waste Section, Wisconsin Dept. of Natural Resources, Madison, Wisc.
Gerald W. Sevick
Engr., State of Wisconsin Recycling Authority, Green Bay, Wisc.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.