Show simple item record

contributor authorMagdy Abdelrahman
contributor authorDinesh R. Katti
contributor authorAmir Ghavibazoo
contributor authorHim Bandhu Upadhyay
contributor authorKalpana S. Katti
date accessioned2017-05-08T22:06:42Z
date available2017-05-08T22:06:42Z
date copyrightDecember 2014
date issued2014
identifier other28708112.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71565
description abstractIncreasing traffic volumes, heavier loads, higher tire pressures, and performance problems with asphalt concrete mixtures under adverse conditions are leading state highway departments to using modified binders to enhance the physical properties of asphalt mix. This paper reports the advantages of modified nanoclays (NC) as asphalt modifiers. Dynamic mechanical analysis, flexural creep stiffness, and flexural tests were conducted on the NC-asphalt nanocomposite. In addition, Fourier transform infrared (FTIR) testing was conducted to evaluate the nature of the interactions between NC and asphalt. Increasing NC concentration in asphalt enhances temperature susceptibility of asphalt, as well as increasing the complex modulus in addition to decreasing phase angle. FTIR experiments indicate a significant change in
publisherAmerican Society of Civil Engineers
titleEngineering Physical Properties of Asphalt Binders through Nanoclay–Asphalt Interactions
typeJournal Paper
journal volume26
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001017
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record