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contributor authorH. F. Haghshenas
contributor authorA. Khodaii
contributor authorA. Mehrara
contributor authorM. H. Dehnad
contributor authorA. S. Ahari
date accessioned2017-05-08T21:57:02Z
date available2017-05-08T21:57:02Z
date copyrightJune 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000935.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67294
description abstractEffects of two of the most important factors influencing permanent deformation of styrene–butadiene–styrene (SBS)-modified and unmodified asphalt—frequency and temperature as well as their interactive effects—are studied using dynamic creep test. The authors used a sophisticated experimental design method known as central composite design (CCD) that provides a continuous mathematical equation for the response (permanent deformation, in this study) based on the independent factors as well as their interactions. Using this design method enhances the statistical validation of laboratory results based on the least-required test. Dynamic creep tests were conducted at three levels of temperature (
publisherAmerican Society of Civil Engineers
titleFrequency and Temperature Interactive Effects on Hot Mix Permanent Deformation Using Response Surface Methodology
typeJournal Paper
journal volume26
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000894
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
contenttypeFulltext


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