2013
DOI: 10.1016/j.conbuildmat.2012.08.015
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Performance of Warm Mix Asphalt containing Sasobit®: State-of-the-art

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Cited by 303 publications
(116 citation statements)
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“…When decreasing the temperature, the additive can crystallize inside the asphalt, increasing its stiffness. Therefore, some researchers have reported an increase in the resistance to permanent deformation of WMA mixtures manufactured with asphalt modified with Sasobit ® (Biro et al 2009;Goh and You 2009;Silva et al 2010;Hossain et al 2011;Liu et al 2011;Capitão et al 2012;Wu and Zeng 2012;Xiao et al 2012a;Jamshidi et al 2013Jamshidi et al , 2013a. For example, Hossain et al (2011) report an increase in the maximum service temperature performance grading (PG) of 6 °C (from PG 64 °C to 70 °C) when the base asphalt cement was modified with 2 % Sasobit ® by weight of asphalt.…”
Section: Modification Of the Asphalt Or Asphalt Mixture With Additivesmentioning
confidence: 99%
“…When decreasing the temperature, the additive can crystallize inside the asphalt, increasing its stiffness. Therefore, some researchers have reported an increase in the resistance to permanent deformation of WMA mixtures manufactured with asphalt modified with Sasobit ® (Biro et al 2009;Goh and You 2009;Silva et al 2010;Hossain et al 2011;Liu et al 2011;Capitão et al 2012;Wu and Zeng 2012;Xiao et al 2012a;Jamshidi et al 2013Jamshidi et al , 2013a. For example, Hossain et al (2011) report an increase in the maximum service temperature performance grading (PG) of 6 °C (from PG 64 °C to 70 °C) when the base asphalt cement was modified with 2 % Sasobit ® by weight of asphalt.…”
Section: Modification Of the Asphalt Or Asphalt Mixture With Additivesmentioning
confidence: 99%
“…and TSR (%) is expressed as: TSR = ITS wet ITS dry 100; (2) where P is the maximum vertical load applied (kN), t is the average height of the specimen (m), and d is the average diameter of the specimen (m). Figure 2 shows fa (N.m), which is de ned by Witczak et al [16] as the area under the load vertical deformation curve up to deformation incurred at maximum load for both dry and wet samples.…”
Section: Test Methodsmentioning
confidence: 99%
“…The asphalt industry has incorporated reclaimed asphalt pavement and other industrial by-products and waste materials into asphalt during the past few decades [1]. Over the last decade, Warm Mix Asphalt (WMA) tech-nology has emerged, which lowers greenhouse gas emissions, reduces exposure of workers to asphalt fumes, and minimizes the use of natural resources [2]. This innovative technology signi cantly reduces the mixing and compaction temperatures of asphalt mixtures by lowering the viscosity of asphalt binders during mix production [3].…”
Section: Introductionmentioning
confidence: 99%
“…Production of HMA at high temperatures can result in undesirable high energy consumption [40], greenhouse gas (GHG) emissions, fumes and odors [41], deteriorating inhabitants locations. In addition, the high temperature requirement results in shorter paving seasons, and longer cooling periods [42].…”
Section: A Case Studiesmentioning
confidence: 99%