2009
DOI: 10.1016/j.conbuildmat.2008.12.014
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Proposals for modification of Iranian bitumen to meet the climatic requirements of Iran

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Cited by 96 publications
(29 citation statements)
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“…Given these premises, the aims of this paper are double: first obtain a map useful for the choice of the asphalt binder for road construction within the whole Italian area, as already done in other countries by some authors (Aflaki and Tabatabaee, 2009;Al-Abdul Wahhab et al, 1997;Hassan et al, 2008;Khalil et al, 2009;Marciano et al, 1997). At the same time, analyzing temperature time series for trend detection, the second objective of this work is to provide a tool for the selection of the asphalt binder that fulfills the road performance requirements during the 20 year service life even in transient climatic conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Given these premises, the aims of this paper are double: first obtain a map useful for the choice of the asphalt binder for road construction within the whole Italian area, as already done in other countries by some authors (Aflaki and Tabatabaee, 2009;Al-Abdul Wahhab et al, 1997;Hassan et al, 2008;Khalil et al, 2009;Marciano et al, 1997). At the same time, analyzing temperature time series for trend detection, the second objective of this work is to provide a tool for the selection of the asphalt binder that fulfills the road performance requirements during the 20 year service life even in transient climatic conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Several researchers have studied the composition and mechanical properties of various modified bitumens (Huang and Shu 2009;Kök et al 2011;Yildirim 2007;Aflaki and Tabatabaee 2009;Aflaki et al 2014).…”
Section: Introductionmentioning
confidence: 99%
“…Widyatmoko and Elliot [3] used TLA and Uintatite to modify bitumen and showed that Uintaite or TLA caused an increase in the complex modulus (G*) and a reduction in the phase angle (d), indicating an increased elastic response. Aflaki and Tabatabaee [4] indicated that bitumen modification with gilsonite cause an increase in asphalt binder stiffness accompanied by intermediate and low-temperature deterioration. Huang et al [5] suggested introduction of an intermediate layer between the aggregate and asphalt binder in the HMA mixture as a novel method by which to mitigate the stress and strain concentration.…”
Section: Introductionmentioning
confidence: 99%