Experimental Study on Workability of Natural Aggregate Concrete Incorporated with Crumb Rubber

A. B. A., A. J., Sulaimon N. A., Abdul, M. T., Okafor, A., Ndaiji, A. U.
{"title":"Experimental Study on Workability of Natural Aggregate Concrete Incorporated with Crumb Rubber","authors":"A. B. A., A. J., Sulaimon N. A., Abdul, M. T., Okafor, A., Ndaiji, A. U.","doi":"10.47191/etj/v9i02.17","DOIUrl":null,"url":null,"abstract":"This study investigated the effect of crumb rubber on the workability of fresh concrete. Crumb rubber was used to replace fine aggregate at 0%, 5%, 10%, 15% and 25%. Physical properties (particle size gradation, specific gravity, bulk density and aggregate impact value) of the aggregates: sharp sand, Bida natural stone and crumb rubber were determined. Furthermore, the sharp sand and Bida natural stone used for this research were characterized as normal weight aggregates while the crumb rubber was characterized as a light weight aggregate. Workability of the concrete in its fresh state was extensively studied. Generally, the workability of fresh concrete reduced as the crumb rubber increased from 0% to 25%. The reduction in slump values was adduced to the absorbent nature of the crumb rubber. Hence, the research recommended a water-to-cement ratio of 0.55 – 0.60 for use in the production of concrete containing crumb rubber. It was concluded that crumb rubber can be used to produce low workability concrete for use in mass concrete foundations, lightly reinforced concrete elements and roads.","PeriodicalId":11630,"journal":{"name":"Engineering and Technology Journal","volume":"732 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-02-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering and Technology Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.47191/etj/v9i02.17","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

This study investigated the effect of crumb rubber on the workability of fresh concrete. Crumb rubber was used to replace fine aggregate at 0%, 5%, 10%, 15% and 25%. Physical properties (particle size gradation, specific gravity, bulk density and aggregate impact value) of the aggregates: sharp sand, Bida natural stone and crumb rubber were determined. Furthermore, the sharp sand and Bida natural stone used for this research were characterized as normal weight aggregates while the crumb rubber was characterized as a light weight aggregate. Workability of the concrete in its fresh state was extensively studied. Generally, the workability of fresh concrete reduced as the crumb rubber increased from 0% to 25%. The reduction in slump values was adduced to the absorbent nature of the crumb rubber. Hence, the research recommended a water-to-cement ratio of 0.55 – 0.60 for use in the production of concrete containing crumb rubber. It was concluded that crumb rubber can be used to produce low workability concrete for use in mass concrete foundations, lightly reinforced concrete elements and roads.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
掺有碎橡胶的天然骨料混凝土工作性实验研究
本研究调查了橡胶屑对新拌混凝土工作性的影响。用 0%、5%、10%、15% 和 25% 的橡胶屑替代细骨料。研究测定了尖砂、比达天然石和碎屑橡胶骨料的物理性质(粒度级配、比重、体积密度和骨料冲击值)。此外,本研究中使用的尖砂和比达天然石被定性为正常重量的骨料,而橡胶屑被定性为轻质骨料。对新拌混凝土的工作性进行了广泛研究。一般来说,随着橡胶屑含量从 0% 增加到 25%,新拌混凝土的工作性会降低。坍落度值的降低归因于橡胶屑的吸水性。因此,研究建议在生产含有橡胶屑的混凝土时使用 0.55 - 0.60 的水灰比。研究得出的结论是,可利用橡胶屑生产低工作性混凝土,用于大体积混凝土地基、轻型钢筋混凝土构件和道路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Overview on Technologies for Combating Interference and Noise Management in 5G and Beyond Network AI Chatbots in LMS: A Pedagogical Review of Cognitive, Constructivist, and Adaptive Principles Development of Interactive Learning Media Based on the Aleis (ATC Licensce Exam Information System) Website for Air Traffic Controllers at Makassar Aviation Polytechnic Analysis of prestressed concrete beams experimentally utilizing steel strands and CFRP bars Artificial Intelligence Based Essay Grading System
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1