A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of the optimum conditions for tire rubber in asphalt concrete
AbstractThe Taguchi method was used to determine optimum conditions for tire rubber in asphalt concrete with Marshall Test. The tire rubber in asphalt concrete was explored under different experimental parameters including tire rubber gradation (sieve #10–40), mixing temperature (155–175°C), aggregate gradation (grad. 1–3), tire rubber ratio (0–10% by weight of asphalt), binder ratio (4–7% by weight of asphalt), compaction temperature (110–135°C), and mixing time (5–30min). The optimum conditions were obtained for tire rubber gradation (sieve #40), mixing temperature (155°C), aggregate gradation (grad. 1), tire rubber ratio (10%), binder ratio (5.5%), compaction temperature (135°C), mixing time (15min).
Determination of the optimum conditions for tire rubber in asphalt concrete
AbstractThe Taguchi method was used to determine optimum conditions for tire rubber in asphalt concrete with Marshall Test. The tire rubber in asphalt concrete was explored under different experimental parameters including tire rubber gradation (sieve #10–40), mixing temperature (155–175°C), aggregate gradation (grad. 1–3), tire rubber ratio (0–10% by weight of asphalt), binder ratio (4–7% by weight of asphalt), compaction temperature (110–135°C), and mixing time (5–30min). The optimum conditions were obtained for tire rubber gradation (sieve #40), mixing temperature (155°C), aggregate gradation (grad. 1), tire rubber ratio (10%), binder ratio (5.5%), compaction temperature (135°C), mixing time (15min).
Determination of the optimum conditions for tire rubber in asphalt concrete
Tortum, Ahmet (author) / Çelik, Cafer (author) / Cüneyt Aydin, Abdulkadir (author)
Building and Environment ; 40 ; 1492-1504
2004-11-30
13 pages
Article (Journal)
Electronic Resource
English
Determination of the optimum conditions for tire rubber in asphalt concrete
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