S. Sowmya, Paulraj Velci Shridevi, Ayyanar Dhanalakshmi, M. S. Shahul Hameed
{"title":"Experimental Study on Concrete with Partial Replacement of RCA with Rubber Tyre","authors":"S. Sowmya, Paulraj Velci Shridevi, Ayyanar Dhanalakshmi, M. S. Shahul Hameed","doi":"10.4028/p-mvfl0l","DOIUrl":null,"url":null,"abstract":"The mechanic shops and rubber processing industries are where a lot of rubber tyre trash is produced. The purpose of this project is to replace coarse aggregates with rubber at a rate of 5, 10, 15, and 20% and to recycle coarse aggregates. With a 10% constant replacement of coarse aggregates, several tests are conducted, including compressive strength tests, split tensile strength tests, and flexural strength tests on walls. The strength characteristics were compared to those of typical concrete after 7, 14, and 28 days of use. The utilisation of waste elements like rubber boosted the concrete's strength when compared to conventional concrete.","PeriodicalId":18262,"journal":{"name":"Materials Science Forum","volume":" 3","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-04-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials Science Forum","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4028/p-mvfl0l","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract
The mechanic shops and rubber processing industries are where a lot of rubber tyre trash is produced. The purpose of this project is to replace coarse aggregates with rubber at a rate of 5, 10, 15, and 20% and to recycle coarse aggregates. With a 10% constant replacement of coarse aggregates, several tests are conducted, including compressive strength tests, split tensile strength tests, and flexural strength tests on walls. The strength characteristics were compared to those of typical concrete after 7, 14, and 28 days of use. The utilisation of waste elements like rubber boosted the concrete's strength when compared to conventional concrete.
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