EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT

Skip resistance of asphalt is an important parameter that can influence the safety of drivers on roads. Although there is a linear relationship between slipping on road surfaces and accidents, the impacts of pollutants for decreasing friction of roads is clear to researchers. Moisture and temperatur...

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Main Authors: Mohammad Mehdi KHABIRI, Pooya AFKHAMY MEYBODI, Ali Mohammad MONTAZERI
Format: Article
Language:English
Published: Silesian University of Technology 2021-09-01
Series:Scientific Journal of Silesian University of Technology. Series Transport
Subjects:
Online Access:http://sjsutst.polsl.pl/archives/2021/vol112/099_SJSUTST112_2021_Khabiri_AfkhamyMeybodi_Montazeri.pdf
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author Mohammad Mehdi KHABIRI
Pooya AFKHAMY MEYBODI
Ali Mohammad MONTAZERI
author_facet Mohammad Mehdi KHABIRI
Pooya AFKHAMY MEYBODI
Ali Mohammad MONTAZERI
author_sort Mohammad Mehdi KHABIRI
collection DOAJ
description Skip resistance of asphalt is an important parameter that can influence the safety of drivers on roads. Although there is a linear relationship between slipping on road surfaces and accidents, the impacts of pollutants for decreasing friction of roads is clear to researchers. Moisture and temperature influence friction and safety. In this research in SMA samples, three different gradations with the maximum nominal sizes of 19, 12.5 and 9.5, based on international standards were used. For polluting the surface, five materials that are found on roads were used, including fine-grained soil, sand, oil, soot and rubber powder. To measure the skip resistance, the British pendulum tester was used and for analysing macro-texture, the sand patch method was used. The results of this research showed that by increasing the maximum nominal size of aggregates, the depth of macro-texture in surfaces are grown and this is due to the decrease of fine aggregates in larger gradations. Because of the higher flexibility of pure bitumen, the applied compression pressure on rigid aggregates can cause indentations in the substrate and result in declining the roughness height of aggregates in the mixed surface. This leads to declining the hysteresis part of friction by increasing temperature.
format Article
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institution DOAJ
issn 0209-3324
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language English
publishDate 2021-09-01
publisher Silesian University of Technology
record_format Article
series Scientific Journal of Silesian University of Technology. Series Transport
spelling doaj-art-e977d21fc58b436a83883ec1e293f5712025-08-20T02:58:08ZengSilesian University of TechnologyScientific Journal of Silesian University of Technology. Series Transport0209-33242450-15492021-09-011129911110.20858/sjsutst.2021.112.7.8EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENTMohammad Mehdi KHABIRIPooya AFKHAMY MEYBODIAli Mohammad MONTAZERISkip resistance of asphalt is an important parameter that can influence the safety of drivers on roads. Although there is a linear relationship between slipping on road surfaces and accidents, the impacts of pollutants for decreasing friction of roads is clear to researchers. Moisture and temperature influence friction and safety. In this research in SMA samples, three different gradations with the maximum nominal sizes of 19, 12.5 and 9.5, based on international standards were used. For polluting the surface, five materials that are found on roads were used, including fine-grained soil, sand, oil, soot and rubber powder. To measure the skip resistance, the British pendulum tester was used and for analysing macro-texture, the sand patch method was used. The results of this research showed that by increasing the maximum nominal size of aggregates, the depth of macro-texture in surfaces are grown and this is due to the decrease of fine aggregates in larger gradations. Because of the higher flexibility of pure bitumen, the applied compression pressure on rigid aggregates can cause indentations in the substrate and result in declining the roughness height of aggregates in the mixed surface. This leads to declining the hysteresis part of friction by increasing temperature.http://sjsutst.polsl.pl/archives/2021/vol112/099_SJSUTST112_2021_Khabiri_AfkhamyMeybodi_Montazeri.pdfroad safetyskid resistancepollutantsbritish pendulum testerdecision tree
spellingShingle Mohammad Mehdi KHABIRI
Pooya AFKHAMY MEYBODI
Ali Mohammad MONTAZERI
EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
Scientific Journal of Silesian University of Technology. Series Transport
road safety
skid resistance
pollutants
british pendulum tester
decision tree
title EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
title_full EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
title_fullStr EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
title_full_unstemmed EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
title_short EVALUATION OF THE EFFECT OF VARIOUS SURFICIAL POLLUTANTS AND ENVIRONMENTAL CONDITION ON SURFACE FRICTION PERFORMANCE OF ROAD PAVEMENT
title_sort evaluation of the effect of various surficial pollutants and environmental condition on surface friction performance of road pavement
topic road safety
skid resistance
pollutants
british pendulum tester
decision tree
url http://sjsutst.polsl.pl/archives/2021/vol112/099_SJSUTST112_2021_Khabiri_AfkhamyMeybodi_Montazeri.pdf
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AT pooyaafkhamymeybodi evaluationoftheeffectofvarioussurficialpollutantsandenvironmentalconditiononsurfacefrictionperformanceofroadpavement
AT alimohammadmontazeri evaluationoftheeffectofvarioussurficialpollutantsandenvironmentalconditiononsurfacefrictionperformanceofroadpavement