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contributor authorChaim J. Poran
contributor authorFaouzi Ahtchi‐Ali
date accessioned2017-05-08T20:35:27Z
date available2017-05-08T20:35:27Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A8%281118%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20501
description abstractSince the late 1950s solid waste incinerators have become widely used in the United States. The incineration of solid waste produces large quantities of bottom and fly ash, which has been disposed of primarily by landfilling. However, as landfills become undesirable other disposal methods are being sought. An experimental research program is conducted to determine engineering properties of solid waste incinerator fly ash (SWIF) in order to evaluate the feasibility of using the material for compacted fill and road and subbase construction. Moisture‐density relationship, permeability, shear strength, and California bearing ratio (CBR) are investigated. The effects of densification on these engineering properties are also examined. In addition, the effectiveness of cement and lime stabilization is investigated using two common mix ratios. Test results of stabilized mixes are compared to the unstabilized material. Cement stabilization is found to be very effective in reducing permeability, and increasing shear strength and CBR values of the material. The results indicate that SWIF with cement stabilization may be used effectively for compacted fill and road subbase construction. Finally, some environmental aspects related to these applications are examined.
publisherAmerican Society of Civil Engineers
titleProperties of Solid Waste Incinerator Fly Ash
typeJournal Paper
journal volume115
journal issue8
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:8(1118)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
contenttypeFulltext


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