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Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt
This study explored the influence of recycled asphalt pavement (RAP) on hot mix asphalt (HMA) mixes. One RAP source was used to design Superpave mixes (Oklahoma S3) with a nominal maximum size (NMS) of 19 mm. A total of two mixes, one containing 25% RAP and the other containing 40% RAP, were designed and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.
Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt
This study explored the influence of recycled asphalt pavement (RAP) on hot mix asphalt (HMA) mixes. One RAP source was used to design Superpave mixes (Oklahoma S3) with a nominal maximum size (NMS) of 19 mm. A total of two mixes, one containing 25% RAP and the other containing 40% RAP, were designed and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.
Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt
Springer Ser.Geomech.,Geoengineer.
Yang, Qiang (Herausgeber:in) / Zhang, Jian-Min (Herausgeber:in) / Zheng, Hong (Herausgeber:in) / Yao, Yangping (Herausgeber:in) / Solanki, Pranshoo (Autor:in) / Adje, David (Autor:in) / Zaman, Musharraf (Autor:in) / Hossain, Zahid (Autor:in)
01.01.2013
4 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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