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Determination of the optimum conditions for tire rubber in asphalt concrete [An article from: Building and Environment]
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Book Details
Author(s)
A. Tortum, C. Celik, A. Cuneyt Aydin
Publisher
Elsevier
ISBN / ASIN
B000RR5PC4
ISBN-13
978B000RR5PC7
Marketplace
India 🇮🇳
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Description
This digital document is a journal article from Building and Environment, published by Elsevier in . The article is delivered in HTML format and is available in your Amazon.com Media Library immediately after purchase. You can view it with any web browser.
Description:
The 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^oC), 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^oC), and mixing time (5-30min). The optimum conditions were obtained for tire rubber gradation (sieve #40), mixing temperature (155^oC), aggregate gradation (grad. 1), tire rubber ratio (10%), binder ratio (5.5%), compaction temperature (135^oC), mixing time (15min).
Description:
The 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^oC), 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^oC), and mixing time (5-30min). The optimum conditions were obtained for tire rubber gradation (sieve #40), mixing temperature (155^oC), aggregate gradation (grad. 1), tire rubber ratio (10%), binder ratio (5.5%), compaction temperature (135^oC), mixing time (15min).
