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contributor authorYoungguk Seo
contributor authorOmar El-Haggan
contributor authorMark King
contributor authorS. Joon Lee
contributor authorY. Richard Kim
date accessioned2017-05-08T21:18:11Z
date available2017-05-08T21:18:11Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A10%28874%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46236
description abstractA laboratory study has been carried out to develop mechanical models for the dynamic modulus, fatigue life, and rutting performance of asphalt concrete as a function of air void content. The experimental program includes an axial compression complex modulus test, indirect tensile (IDT) fatigue test, and triaxial repeated load permanent deformation (TRLPD) test on the two most commonly used asphalt–aggregate mixtures in North Carolina. The dynamic moduli are determined using axial compression tests with and without confining pressure, and the results are compared to evaluate the effect of confining pressure on the dynamic modulus. The relationship between the dynamic moduli that are determined from the uniaxial compression test and the air void content is developed. The growth of the tensile strain and axial permanent strain is measured from the IDT fatigue test and TRLPD test, respectively, and is used to determine the fatigue life and rutting behavior of the mixtures. The fatigue and rutting models adopted in the new
publisherAmerican Society of Civil Engineers
titleAir Void Models for the Dynamic Modulus, Fatigue Cracking, and Rutting of Asphalt Concrete
typeJournal Paper
journal volume19
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:10(874)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
contenttypeFulltext


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