Effect of Reclaimed Asphalt Pavement (Proportion and Type) and Binder Grade on Asphalt Mixtures
By Xin-jun Li, M. Marasteanu. 2008
190 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/972aeaccdf08679cb324467c42fd50dde7081880
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In Civil and Structural Engineering
In Mechanical Engineering
Citations in the corpus
- Laboratory Performance Evaluation of Warm-Mix Asphalt Containing High Percentages of Reclaimed Asphalt Pavement (2012, background): “showed that a higher dynamic modulus could be found in mixtures with stiffer asphalt binder and that the source of the RAP had a significant influence on the dynamic modulus at high temperatures only, not at low temperatures (4).”
- Impact of High RAP Contents on Structural and Performance Properties ofAsphalt Mixtures (2012, methodology): “5 Li et al. (2008) investigated the effect of RAP percentage and sources on the properties of HMA by performing complex modulus and semi-circular bending (SCB) tests. At high temperatures, the HMA containing 40% RAP was found to have higher or similar complex modulus compared to mixtures with 20% RA”
- Testing Protocols to Ensure Performance of High Asphalt Binder Replacement Mixes Using RAP and RAS (2015, result): “An increase in the complex moduli, decrease in rutting potential, and increase in lowtemperature cracking potential are some of the commonly observed effects described in the literature (Al-Qadi et al. 2009, 2012; Daniel and Lachance 2005; Shah et al. 2007; Li et al. 2008; StroupGardiner and Wagner ”