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contributor authorHaleh Azari
contributor authorRichard McCuen
contributor authorKevin Stuart
date accessioned2017-05-08T21:17:47Z
date available2017-05-08T21:17:47Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A1%2880%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46007
description abstractRadial inhomogeneity is often observed in superpave gyratory compacted specimens because of the rotational movement of the gyratory and the boundary condition imposed by the gyratory mold. The effect of the inhomogeneity on mechanical properties of asphalt mixtures is not known. To study this effect, laboratory specimens of asphalt mixtures with known levels of aggregate inhomogeneity were fabricated. Nondestructive X-ray computed tomography was used to scan cross-sectional images of the specimens. A statistical index was developed to evaluate the scanned images for radial inhomogeneity. The results clearly show that the index can distinguish between levels of inhomogeneity. By means of frequency sweep at constant height (FSCH) test, the shear stiffness and the fatigue susceptibility at test temperature of
publisherAmerican Society of Civil Engineers
titleEffect of Radial Inhomogeneity on Shear Properties of Asphalt Mixtures
typeJournal Paper
journal volume17
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:1(80)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 001
contenttypeFulltext


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