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- W751578450 abstract "The research project was to evaluate the influence of the introduction method (i.e., dry process, wet process, hybrid) of Crumb Rubber Modifier (CRM) into stone matrix asphalt (SMA) on theirdynamic modulus (E*) and phase angle. Four binder types were actually used in the SMA: CRM modified in wet process (named Asphalt Rubber (AR)), CRM modified in dry process (named rubberized), hybrid binder (both CRM and Styrene Butadiene Styrene (SBS) modified) as well as SBS modified binder (as control). The E* and phase angles of SMA were measured at different temperatures and loading frequencies by Asphalt Mixture Performance Tester (AMPT) system. The results showed that: 1) the E* and phase angle master curves of four SMA indicate that rubberized SMA has similar E* and phase angles to other three SMA under most test conditions;2) the F-test results show that E* and phase angles of rubberized SMA was not significantly different from other three SMA mixtures, regardless of test frequency and temperature." @default.
- W751578450 created "2016-06-24" @default.
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- W751578450 date "2015-01-01" @default.
- W751578450 modified "2023-09-27" @default.
- W751578450 title "Dynamic Modulus (E*) of Stone Matrix Asphalt (SMA) with Crumb Rubber Modifier (CRM)" @default.
- W751578450 hasPublicationYear "2015" @default.
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