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contributor authorMasoud Robati
contributor authorAlan Carter
contributor authorDaniel Perraton
date accessioned2017-05-08T22:33:24Z
date available2017-05-08T22:33:24Z
date copyrightNovember 2015
date issued2015
identifier other49570483.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82543
description abstractThis research focused on the stiffening effect of the filler on the asphalt mastic of microsurfacing. One challenge that researchers are faced with in the field of bituminous materials is the interaction between the filler and binder. In this study, a new conceptual model for filler stiffening of the mastic was developed that allows the asphalt mix designer to establish the minimum and maximum filler concentration to incorporate in the asphalt mixture. The proposed model has only one parameter that can be determined using the filler and asphalt emulsion selective properties, such as D10 and pH of the filler and the asphaltene content of the emulsion. A new mechanism for the stiffening effect of filler on mastic was developed based on the physicochemical interaction between filler and bitumen. Based on the model, the increase in mastic stiffness (
publisherAmerican Society of Civil Engineers
titleNew Conceptual Model for Filler Stiffening Effect on Asphalt Mastic of Microsurfacing
typeJournal Paper
journal volume27
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001264
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
contenttypeFulltext


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