Performance characteristics of plant produced high RAP mixtures

By W. Mogawer, T. Bennert, J. Daniel, R. Bonaquist, Alexander J. Austerman, A. Booshehrian. 2012

319 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/50501c6a6dfc5c76e54ce3040848677c481bf9fe

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. X. Shu
2. Baoshan Huang
3. M. Woods
4. Sheng Zhao
5. M. Elseifi
6. L. Mohammad
7. Minkyum Kim
8. B. Bowers

In Materials Chemistry

1. Baoshan Huang
2. X. Shu

Citations in the corpus

• Influence of Six Rejuvenators on the Performance Properties of Reclaimed Asphalt Pavement (RAP) Binder and 100% Recycled Asphalt Mixtures (2014, background): “Insufficient blending may lead to increased rutting early in the pavement’s life due to soft outer layer of binder film dominating the pavement performance [8,5,33].”
• Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement (2013, background): “[16] evaluated plant-produced HMA containing up to 40% RAP and found that the cracking resistance was reduced as the percentage of RAP increased.”
• Characterization of Fracture Properties of Asphalt Mixtures as Measured by Semicircular Bend Test and Indirect Tension Test (2012, result): “This comparison result is somehow different from findings of other investigators (16, 17), in which decreasing trends of the fracture resistance were commonly observed as the RAP contents increased.”
• Investigation of Reclaimed Asphalt Pavement blending efficiency through GPC and FTIR (2014, background): “If 100% blending occurs the dynamic modulus of the mixture should match that of the estimated dynamic modulus with statistical significance [10,11].”
• Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, and RAP/RAS mixtures (2013, methodology): “Introduction Since the 1970s, reclaimed asphalt pavement (RAP) has been used in asphalt mixtures at percentages ranging from 10% to 20% in the top lift (Mogawer et al., 2012; Mallick, Tao, O’Sullivan, & Frank, 2010; Swiertz, Mahmoud, & Bahia, 2011).”
• Rutting performance prediction of warm mix asphalt containing reclaimed asphalt pavements (2014, background): “Mogawer et al. (2012) focused on obtaining plant-produced RAP mixtures to document the mixture production parameters and to evaluate the degree of blending between the virgin and RAP binders.”