Please use this identifier to cite or link to this item: https://repository.seku.ac.ke/handle/123456789/4255
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dc.contributor.authorRiara, Martin M.
dc.contributor.authorTang, Ping
dc.contributor.authorMo, Liantong
dc.contributor.authorJavilla, Barugahare
dc.contributor.authorChen, Meng
dc.contributor.authorWu, Shaopeng
dc.date.accessioned2018-08-02T07:48:22Z
dc.date.available2018-08-02T07:48:22Z
dc.date.issued2018-10
dc.identifier.citationJournal of Materials in Civil Engineering / Volume 30 Issue 10en_US
dc.identifier.urihttps://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0002479
dc.identifier.urihttp://repository.seku.ac.ke/handle/123456789/4255
dc.descriptionDOI: https://doi.org/10.1061/(ASCE)MT.1943-en_US
dc.description.abstractThe 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.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.titleSystematic evaluation of fracture-based healing indexes of asphalt mixturesen_US
dc.typeArticleen_US
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