Advances in concrete construction

  • 제13권6호
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  • Pages.433-450
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  • 2022
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of rubber fiber size fraction on static and impact behavior of self-compacting concrete

  • Thakare, Akshay A. (Department of Civil Engineering, Indian Institute of Technology Indore) ;
  • Siddique, Salman (Department of Civil Engineering, Center for Advanced Construction Materials, University of Texas at Arlington) ;
  • Singh, Amardeep (Department of Civil and Architectural Engineering, Changzhou Institute of Technology) ;
  • Gupta, Trilok (Department of Civil Engineering, College of Technology and Engineering, Maharana Pratap University of Agriculture & Technology) ;
  • Chaudhary, Sandeep (Department of Civil Engineering, Indian Institute of Technology Indore)
  • 투고 : 2021.06.26
  • 심사 : 2022.05.24
  • 발행 : 2022.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

The conventional disposal methods of waste tires are harmful to the environment. Moreover, the recycling/reuse of waste tires in domestic and industrial applications is limited due to parent product's quality control and environmental concerns. Additionally, the recycling industry often prefers powdered rubber particles (<0.60 mm). However, the processing of waste tires yields both powdered and coarser (>0.60 mm) size fractions. Reprocessing of coarser rubber requires higher energy increasing the product cost. Therefore, the waste tire rubber (WTR) less favored by the recycling industry is encouraged for use in construction products as one of the environment-friendly disposal methods. In this study, WTR fiber >0.60 mm size fraction is collected from the industry and sorted into 0.60-1.18, 1.18-2.36-, and 2.36-4.75-mm sizes. The effects of different fiber size fractions are studied by incorporating it as fine aggregates at 10%, 20%, and 30% in the self-compacting rubberized concrete (SCRC). The experimental investigations are carried out by performing fresh and hardened state tests. As the fresh state tests, the slump-flow, T500, V-funnel, and L-box are performed. As the hardened state tests, the scanning electron microscope, compressive strength, flexural strength and split tensile strength tests are conducted. Also, the water absorption, porosity, and ultrasonic pulse velocity tests are performed to measure durability. Furthermore, SCRC's energy absorption capacity is evaluated using the falling weight impact test. The statistical significance of content and size fraction of WTR fiber on SCRC is evaluated using the analysis of variance (ANOVA). As the general conclusion, implementation of various size fraction WTR fiber as fine aggregate showed potential for producing concrete for construction applications. Thus, use of WTR fiber in concrete is suggested for safe, and feasible waste tire disposal.

키워드

과제정보

The characterization facilities provided by Material Research Centre (MRC), MNIT Jaipur are acknowledged. The authors are glad to the Department of Science and Technology, DST, Govt. of India for approving the project grant (DST/INT/UK/P-157/2017). The authors are thankful to Scheme for Promotion of Academic and Research Collaboration (SPARC) for providing financial support to the project (SPARC/2018-2019/P1242/SL). The financial assistance as a teaching assistantship given by IIT Indore to one of the authors (AAT) is also appreciated.

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