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contributor authorXue Guoqiang
contributor authorHuang Xiaoming
date accessioned2017-05-08T22:04:41Z
date available2017-05-08T22:04:41Z
date copyrightMarch 2011
date issued2011
identifier otherjhtrcq%2E0000035.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70576
description abstractTriaxial repeated load permanent deformation tests of AC13F, AC13C, AC16 and AC20 under interim haversine loading were conducted. The flow number was selected as an evaluation index to investigate the influences of asphalt mixture characteristic including gradation, asphalt content, air voids, stress and temperature on the high-temperature performance of asphalt mixture. It is indicated that (1) flow number of AC16 is the highest, then is that of AC13C, but the AC13F and AC20 have the smaller ones; (2) with asphalt content increases by 0.5%, the flow number decreases by
publisherAmerican Society of Civil Engineers
titleResearch on Permanent Deformation of Asphalt Mixture by Triaxial Repeated Load Test
typeJournal Paper
journal volume5
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000035
treeJournal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 001
contenttypeFulltext


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