This study used waste tire rubber as a recycled material and replaced part of the fine aggregate by waste tire rubber powder filtered through #30 and #50 sieves to produce self-compacting rubber concrete (SCRC). Part of the fine aggregate was replaced with waste tire rubber powder that had been passed through sieves at volume ratios of 5%, 10%, 15% and 20%, respectively, to produce cylinder specimens and obtain the optimal replacement value. Replacing part of the normal sand with waste tire rubber powder of different degrees of fineness at different ratios is discussed. The results showed that when 5% waste tire rubber powder that had been passed through a #50 sieve was added, the 91 day compressive strength was higher than the control group by 10%. Additionally, the shrinkage was higher with an increase in the amount of waste rubber, and reached its maximum at 20%. The ultrasonic pulse velocity decreased when more powder was added, and the 56 day electrical resistance exceeded 20 k Omega-cm and was increased with the addition of more powder. Meanwhile, both the ultrasonic pulse velocity and the electrical resistance were in a favorable linear relationship with the compressive strength. The addition of 5% waste tire rubber powder brought about a significant increase in anti-sulfate corrosion. Using waste tire rubber powder can enhance the durability of self-compacting rubber concrete. (C) 2012 Elsevier Ltd. All rights reserved.
机构:
Prince Sultan Univ, Coll Engn, Engn Management Dept, Riyadh 11586, Saudi ArabiaPurdue Univ Northwest, Dept Mech & Civil Engn, Hammond, IN 46323 USA
Ibrahim, Yasser E.
Obianyo, Ifeyinwa I.
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African Univ Sci & Technol, Dept Mat Sci & Engn, Abuja 900109, NigeriaPurdue Univ Northwest, Dept Mech & Civil Engn, Hammond, IN 46323 USA
机构:
Josip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, CroatiaJosip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, Croatia
Busic, Robert
Milicevic, Ivana
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Josip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, CroatiaJosip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, Croatia
Milicevic, Ivana
Doksanovic, Tihomir
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Josip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, CroatiaJosip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, Croatia
Doksanovic, Tihomir
Grubisic, Marin
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Josip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, CroatiaJosip Juraj Strossmayer Univ Osijek, Fac Civil Engn & Architecture, 3 Vladimir Prelog St, HR-31000 Osijek, Croatia
机构:
Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Xie, T. Y.
Elchalakani, M.
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Univ Western Australia, Sch Engn, Fac Engn & Math Sci, Perth, WA 6009, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Elchalakani, M.
Ali, M. S. Mohamed
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Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Ali, M. S. Mohamed
Dong, M. H.
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Univ Western Australia, Sch Engn, Fac Engn & Math Sci, Perth, WA 6009, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Dong, M. H.
Karrech, A.
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Univ Western Australia, Sch Engn, Fac Engn & Math Sci, Perth, WA 6009, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Karrech, A.
Li, G.
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Univ Melbourne, Dept Chem Engn, Parkville, Vic 3010, AustraliaUniv Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
Li, G.
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