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contributor authorP. Aarne Vesilind
contributor authorEric I. Pas
contributor authorBarbara Simpson
date accessioned2017-05-08T20:58:33Z
date available2017-05-08T20:58:33Z
date copyrightDecember 1986
date issued1986
identifier other%28asce%290733-9372%281986%29112%3A6%281109%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33976
description abstractThe Π breakage theory, originally developed for coal breakage, has been suggested as a model for describing the breakage of various components in municipal refuse. In the theory, the Π term is defined as the fraction of particles that are broken during the size reduction operation. The results of size reduction experiments on seven components of municipal refuse show that Π is not constant for all particle sizes, and that the theory is invalid. The results show that the fraction of particles that are broken during the size reduction operation decreases with decreasing particle size.
publisherAmerican Society of Civil Engineers
titleEvaluation of Π Breakage Theory for Refuse Components
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1986)112:6(1109)
treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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