2010
DOI: 10.1061/(asce)mt.1943-5533.0000111
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Influence of Antistripping Additives on Moisture Susceptibility of Warm Mix Asphalt Mixtures

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Cited by 105 publications
(26 citation statements)
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“…The anti-stripping agents were lime and two liquid ASAs added to WMA mixtures prepared with Aspha-min and Sasobit. The liquid ASAs have more moisture susceptibility than hydrated lime regardless of WMA additives and aggregate types [27].…”
Section: Anti-stripping Agentsmentioning
confidence: 94%
“…The anti-stripping agents were lime and two liquid ASAs added to WMA mixtures prepared with Aspha-min and Sasobit. The liquid ASAs have more moisture susceptibility than hydrated lime regardless of WMA additives and aggregate types [27].…”
Section: Anti-stripping Agentsmentioning
confidence: 94%
“…An updated state of knowledge on the subject can be found in Mehrara and Khodaii (2013). The lower manufacturing temperatures can make the drying of the stone aggregate in asphalt plants insufficient, producing the loss of adhesion between the stone aggregate and the asphalt binder in the mixture (Vaitkus et al 2009;Xiao et al 2010;Mallick et al 2011;Mogawer et al 2011a;Kanitpong et al 2012;Ali et al 2014;Sengöz et al 2013;Xiao et al 2011Xiao et al , 2013Xiao et al , 2013a and generating mixtures that are susceptible to moisture damage. In the laboratory design of mixtures, this phenomenon is not apparent because, in general, the stone aggregate is dried in ovens before being mixed with the binder.…”
Section: Resistance and Durabilitymentioning
confidence: 99%
“…In the laboratory design of mixtures, this phenomenon is not apparent because, in general, the stone aggregate is dried in ovens before being mixed with the binder. To increase the resistance to moisture damage, some researchers have opted to add hydrated lime (conventional and in nanoparticles) to the stone aggregate or anti-stripping additives, such as amines, diamines, liquid polymers, Portland cement, fly ash, and combustion powder (e.g., Buddhala et al 2011;Hashemian 2011, 2012;Cheng et al 2011;Arabani et al 2012;Hossain et al 2012;Shivaprasad et al 2011aShivaprasad et al , 2012Xiao et al 2010Xiao et al , 2012Diab et al 2013;Xiao et al 2013;Kavussi et al 2014). Certain researchers, such as Kanitpong et al (2012) and Sangsefidi et al (2014), report that the deficiencies found in WMA can be addressed by the use of good stone aggregates and an optimum grading curve, which generates high adhesion properties with the asphalt and cohesion.…”
Section: Resistance and Durabilitymentioning
confidence: 99%
“…It provides that %3 LDPE and over is very strength. [62] 29.29-69.76 [63] 18.17-38.82 [64] 253.9-377.09 [65] 29-65.26 [66] 26.1-130.53 [19] 18.30-55.90 This research concentrated on the hydraulic and mechanical properties of a permeable pavement like permeable plastic asphalt. Permeable Plastic Asphalt was composed of plastic waste, aggregates, and asphalt.…”
Section: Indirect Tensile Strength (Its)mentioning
confidence: 99%