Laboratory evaluation of fatigue characteristics of recycled asphalt mixture
By X. Shu, Baoshan Huang, D. Vukosavljevic. 2008
324 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/3687eec559bb9bffd65e670d71752e5869b13989
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In Civil and Structural Engineering
Citations in the corpus
- Physical, chemical and rheological properties of waste edible vegetable oil rejuvenated asphalt binders (2014, background): “comprise of plasticizers, anti-aging agents and other additives that could improve the performance of asphalt binders [10–13], and 40% 90% compositions of asphalt regenerators are low viscosity components.”
- Investigation of Reclaimed Asphalt Pavement blending efficiency through GPC and FTIR (2014, background): “However, research has also shown that RAP inclusion can have a negative effect on the fatigue resistance of the mixture [1–5].”
- Impact of High RAP Contents on Structural and Performance Properties ofAsphalt Mixtures (2012, methodology): “Shu et al. (2008) observed that, based on the failure criterion of a 50% reduction in stiffness (obtained from beam fatigue tests), incorporating RAP increased the fatigue life of HMA.”
- Laboratory Performance Evaluation of Warm-Mix Asphalt Containing High Percentages of Reclaimed Asphalt Pavement (2012, methodology): “Shu and Huang used different test methods to evaluate the fatigue characteristics of HMA mixtures with different RAP contents (0%, 10%, 20%, and 30%) (3).”
- Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement (2013, methodology): “Shu and Huang [15] evaluated the fatigue characteristics of HMA mixtures containing up to 30% RAP using different testing methods, and indicated that inclusion of RAP may result in shorter fatigue life based on both Superpave IDT and beam fatigue tests.”