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contributor authorFahad K. Alqahtani
contributor authorM. Iqbal Khan
contributor authorGurmel Ghataora
contributor authorSamir Dirar
date accessioned2017-12-30T12:58:18Z
date available2017-12-30T12:58:18Z
date issued2017
identifier other%28ASCE%29MT.1943-5533.0001765.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244021
description abstractPlastic represents an environmental issue, as only 7% of it is recycled. The plastic remaining is either burned, disposed of in an uncontrolled manner, or landfilled. Thus, to reduce the quantity of plastic that is disposed of, there is a need to increase the amount of the material that enters various product streams. This includes its use in the construction industry, and more particularly in concrete, which uses large quantities of aggregate. A novel aggregate (RPA) comprising recycled plastic was developed. The aggregate produced was lightweight, with a density ranging from 510 to 750k  kg/m3 and absorption of from 2.7 to 9.81%. Other properties were comparable to aggregates of similar densities. Various composition RPA was used in concrete, and the resulting properties of both fresh and cured concrete were measured. For a given water to cement (w/c) ratio, it was possible to achieve slump of between 40 and 220 mm and fresh density of between 1,827 and 2,055  kg/m3. Further, 28-day strengths of between 14 and 18 MPa were achieved. Flexural strength was also measured. SEM analysis was undertaken to view the structure of the aggregate and the interface between the RPA and the cement matrix.
publisherAmerican Society of Civil Engineers
titleProduction of Recycled Plastic Aggregates and Its Utilization in Concrete
typeJournal Paper
journal volume29
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001765
page04016248
treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 004
contenttypeFulltext


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