Smart Structures and Systems

  • 제23권2호
  • /
  • Pages.207-214
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  • 2019
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete

  • Li, Diyuan (School of Resources and Safety Engineering, Central South University) ;
  • Toghroli, Ali (Department of Civil Engineering, South Tehran Branch, Islamic Azad University) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Sajedi, Fathollah (Department of Civil Engineering, Ahvaz Branch, Islamic Azad University) ;
  • Bui, Dieu Tien (Geographic Information Science Research Group, Ton Duc Thang University) ;
  • Kianmehr, Peiman (Department of Civil Engineering, American University in Dubai) ;
  • Mohamad, Edy Tonnizam (Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Khorami, Majid (Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois)
  • 투고 : 2018.08.29
  • 심사 : 2018.11.07
  • 발행 : 2019.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Achieving a pervious concrete (PC) with appropriate physical and mechanical properties used in pavement have been strongly investigated through the use of different materials specifically from the global waste materials of the populated areas. Discarded tires and the rubber tire particles have been currently manufactured as the recycled waste materials. In the current study, the combination of polymer, silica fume and rubber aggregates from rubber tire particles have been used to obtain an optimized PC resulting that the PC with silica fume, polymer and rubber aggregate replacement to mineral aggregate has greater compressive and flexural strength. The related flexural and compressive strength of the produced PC has been increased 31% and 18% compared to the mineral PC concrete, also, the impact resistance has been progressed 8% compared to the mineral aggregate PC and the permeability with Open Graded Fraction Course standard (OGFC). While the manufactured PC has significantly reduced the elasticity modulus of usual pervious concrete, the impact resistance has been remarkably improved.

키워드

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