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- W637059600 abstract "In the last few years, new design procedures have been proposed which use fundamental properties related to performance. In this way not only the performance of a mix is predicted but it is also possible to tailor make the bituminous mixture, by using either conventional or non conventional materials, to satisfy the requirements. The main drawback of these new procedures is the requirement of new and expensive equipment and consequently the training required. This paper examines the performance of Marshall designed continuously dense bituminous mixtures. The mixtures were produced with conventional and elastomer modified binders and their performance assessed by their fatigue and stiffness properties, determined by the NAT equipment. The main question to be answered is: how adequate is the performance of mixtures designed at optimum binder content when using conventional methods and equipment, ie the Asphalt Institute Method. The results presented in this paper are only part of an investigation that started at the highway engineering laboratory of the University of Thessaloniki. (A) For the covering abstract see IRRD 890024." @default.
- W637059600 created "2016-06-24" @default.
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- W637059600 date "1997-01-01" @default.
- W637059600 modified "2023-09-22" @default.
- W637059600 title "Effect of binder content variation on the stiffness and fatigue of asphaltic concrete" @default.
- W637059600 hasPublicationYear "1997" @default.
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