Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition waste
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Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition wasteDate
2015Citation
GÓMEZ-MEIJIDE, B.; PÉREZ, I.; AIREY, G.; THOM, N. Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition waste. Construction and Building Materials, 2015, vol. 77, pp. 168-178. ISSN 0950-0618. DOI: http://dx.doi.org/10.1016/j.conbuildmat.2014.12.045
Abstract
[Abstract:] The stiffness of cold asphalt mixtures (CAM) with 100% recycled construction and demolition waste aggregates (CDWA) was studied from three different points of view: the indirect tensile stiffness modulus (ITSM), the dynamic modulus at different temperatures and frequencies and the correlation between them. It was found that CAM with CDWA frequently achieved higher stiffness than control mixes using natural aggregate (NA), but that they required significantly higher bitumen and water contents. They were less temperature susceptible, therefore potentially more fatigue resistant, but more complicated to design. Finally, a clear dependency on the compaction process (static and gyratory) was also found.
Keywords
CAM, cold asphalt mixtures
HMA, hot mix asphalt
CDWA, construction and demolition waste aggregates
ITSM, indirect tensile stiffness modulus
NA, natural aggregate
HMA, hot mix asphalt
CDWA, construction and demolition waste aggregates
ITSM, indirect tensile stiffness modulus
NA, natural aggregate
Editor version
ISSN
0950-0618