2013
DOI: 10.1080/10298436.2011.643793
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Experimental-based model for predicting the skid resistance of asphalt pavements

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Cited by 71 publications
(24 citation statements)
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“…The changes of aggregate textures due to the polishing action in PSV or W/S tests have been investigated quantitatively with different texture parameters [6,[8][9][10][11]. Based on these aggregate tests and roughness parameters for a given set of laboratory conditions, several prediction models for asphalt roads have been developed [6,[12][13][14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…The changes of aggregate textures due to the polishing action in PSV or W/S tests have been investigated quantitatively with different texture parameters [6,[8][9][10][11]. Based on these aggregate tests and roughness parameters for a given set of laboratory conditions, several prediction models for asphalt roads have been developed [6,[12][13][14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…After performing the SRMs efficiency tests, it was observed that independently of the environmental temperature and SRMs used, ice melting intensity was considerably reduced (<0.5 %/min) in the time interval from 10 to 20 minutes (Bianchini et al 2011;Matsuzawa et al 2009;Samodurova et al 2010;Rezaei, Masad 2013).…”
Section: Test Results On Srm Efficiency and The Loss Of Ice Massmentioning
confidence: 99%
“…Among other properties, skid resistance, represented by the CF, and macrotexture, characterised by TD, are the most appropriate properties for representing pavement adherence and, consequently, road safety (Fernandes 2010, Ivan et al 2012, Fernandes and Neves 2013, Papageorgiou and Mouratidis 2013, Rezaei and Masad 2013. However, these characteristics are strongly dependent on measurement devices and measurement analysis (Meegoda et al 2012, Najafi et al 2012, Zelelew et al 2012.…”
Section: Introductionmentioning
confidence: 97%
“…Besides other properties, skid resistance and macrotexture are the most important surface properties directly related to pavement adherence and, consequently, to road safety (Ivan et al 2012, Fernandes and Neves 2013, Papageorgiou and Mouratidis 2013, Rezaei and Masad 2013. However, the establishment of rigorous limits for those properties is a complex task.…”
Section: Introductionmentioning
confidence: 98%