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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/3731
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dc.contributor.authorGupta, Rajiv-
dc.date.accessioned2021-11-27T04:21:27Z-
dc.date.available2021-11-27T04:21:27Z-
dc.date.issued2015-04-
dc.identifier.urihttps://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=&ved=2ahUKEwiJyYj69a30AhU1zDgGHZ10AQEQFnoECAIQAQ&url=http%3A%2F%2Fwww.iosrjournals.org%2Fiosr-jmce%2Fpapers%2Fvol12-issue2%2FVersion-2%2FJ012226470.pdf&usg=AOvVaw1xtgyKJfbtUspStFuJtBbc-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3731-
dc.description.abstractHuge quantities of construction wastes, demolition, and electronic wastes are being generated these days in many of the countries and the disposal of them has become a serious problem. This study is an integrated experiment in which different combinations of e-wastes and recycled coarse aggregate together are used as a substitute of conventional aggregate. Recycled aggregates from site-tested concrete specimens were collected and are integrated with the e-waste by altering the proportions of these wastes. The compressive strength of M20 mix designed is assessed by casting cubes and the flexural strength by prisms. This study is carried out to ensure the usage of integrated- waste and the recycled coarse aggregate as a replacement of coarse aggregate. Experimental study is carried out to find if the e-waste strips can be used as the reinforcement instead of steel. Results are checked against the standards of IRC to use for the sub-grade of the pavementen_US
dc.language.isoenen_US
dc.publisherIOSRen_US
dc.subjectCivil Engineeringen_US
dc.subjecte-waste (electronic waste)en_US
dc.subjectConventional aggregate (CA)en_US
dc.subjectRecycled coarse aggregate (RCA)en_US
dc.titleApplication of Recycled Coarse Aggregates and E-Waste for Pavements with Low Trafficen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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