Long-term skid resistance of asphalt surfacings: Correlation between Wehner-Schulze friction values and the mineralogical composition of the aggregates

被引:90
作者
Kane, Malal [1 ]
Artamendi, Ignacio [2 ]
Scarpas, Tom [3 ]
机构
[1] Infrastruct & Mobil, IFSTTAR, F-443040 Bouguenais, France
[2] Bradstone Int, Aggregate Ind UK Ltd, Ashbourne DE6 3ET, Derby, England
[3] Delft Univ Technol, Tu Delft, NL-2628 BL Delft, Netherlands
关键词
Skid resistance; Aggregates; Petrography; Mineralogical composition; Wehner-Shulze machine; Aggregate hardness parameter;
D O I
10.1016/j.wear.2013.03.022
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This work focuses on the relation between the mineralogical composition of aggregates and their capacity to generate adequate friction between the road surface and the tyre after the polishing action of traffic. Three different types of aggregate namely greywacke, granite and limestone were used in the study. Petrographic examination of the aggregates was carried out using optical microscopy. The Wehner-Schulze apparatus was used to determine the evolution of friction with polishing cycles of both aggregates and asphalt specimens. A new aggregate hardness parameter was introduced based on the mineralogical composition and the hardness of the individual minerals. This hardness parameter was then related to friction coefficients measured on aggregate specimens after 180.000 polishing cycles. Initial results indicated that this new aggregate hardness parameter is a good indicator of the capacity of an aggregate to retain good friction levels. Changes in the microtexture of the aggregate during polishing were also analysed using a confocal microscopy technique. Microtexture measurements confirmed different levels of polishing for the different types of aggregates. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:235 / 243
页数:9
相关论文
共 15 条
[1]  
[Anonymous], 2000, 10978 NF EN
[2]  
Arampamoorthy H., 2011, P 3 INT SURF FRICT C
[3]  
Artamendi I., 2012, 5 EUR EUR C IST 12 1
[4]   Evolution of road-surface skid-resistance and texture due to polishing [J].
Do, M. -T. ;
Tang, Z. ;
Kane, M. ;
de larrard, F. .
WEAR, 2009, 266 (5-6) :574-577
[5]  
Do Minh-Tan, 2007, WEAR, V263, P36
[6]  
Eyad Masad, 2009, FHWATX09056271 TEX T
[7]  
ISO 12473-1, 1997, 124731 ISO
[8]  
Ledee V., 2005, Bulletin Des Laboratoires Des Ponts Et Chaussees, V255, P91
[9]  
Malal K., 2010, J TRANSPORTATION ENG, V136, P45
[10]  
Malal Kane, 2012, ROAD MATER PAVEMENT, V13, P312