Systematic evaluation of fracture-based healing indexes of asphalt mixtures

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dc.contributor.author Riara, Martin M.
dc.contributor.author Tang, Ping
dc.contributor.author Mo, Liantong
dc.contributor.author Javilla, Barugahare
dc.contributor.author Chen, Meng
dc.contributor.author Wu, Shaopeng
dc.date.accessioned 2018-08-02T07:48:22Z
dc.date.available 2018-08-02T07:48:22Z
dc.date.issued 2018-10
dc.identifier.citation Journal of Materials in Civil Engineering / Volume 30 Issue 10 en_US
dc.identifier.uri https://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0002479
dc.identifier.uri http://repository.seku.ac.ke/handle/123456789/4255
dc.description DOI: https://doi.org/10.1061/(ASCE)MT.1943- en_US
dc.description.abstract The sensitivity of fracture-based healing indexes of asphalt mixtures was evaluated using a semicircular bending test following a multiple fracture-rehealing method. Five healing agents (HAs) were applied on the cracks to promote healing. Test results indicated that pre- and postpeak material fracture response properties recovered different values on healing. Prepeak fracture-based indexes such as peak healing index (PI), stiffness healing index (SI), and toughness healing index (TI) were insensitive to postpeak fracture properties, and they showed higher healing values as compared with the fracture energy healing index (EI). Nonetheless, EI, which represented the restored fracture energy on healing, was the most sensitive index to both pre- and postpeak fracture material properties. It could be considered a better index for evaluating the healing performance of asphalt mixtures. en_US
dc.language.iso en en_US
dc.publisher American Society of Civil Engineers en_US
dc.title Systematic evaluation of fracture-based healing indexes of asphalt mixtures en_US
dc.type Article en_US


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