A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements

被引:257
作者
Kogbara, Reginald B. [1 ]
Masad, Eyad A. [1 ,2 ]
Kassem, Emad [3 ]
Scarpas, A. [4 ]
Anupam, Kumar [4 ]
机构
[1] Texas A&M Univ, Mech Engn Program, POB 23874, Doha, Qatar
[2] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
[3] Univ Idaho, Dept Civil Engn, Moscow, ID 83844 USA
[4] Delft Univ Technol, Fac Civil Engn & Geosci, Sect Pavement Engn, Stevinweg 1, Delft, Netherlands
关键词
Aggregate properties; Asphalt mixtures; Skid resistance; Surface texture; Friction; FRICTIONAL-PROPERTIES; CONCRETE; DAMAGE; DEFORMATION; TEXTURE; MACROTEXTURE; MICROTEXTURE; TEMPERATURE; SIMULATION; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2016.04.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A state-of-the-art review of key parameters that influence measurement and modeling of skid resistance of asphalt pavements is provided. Tire-pavement interaction/friction is discussed and the current harmonization method of friction measurements questioned. The latest developments on pavement surface texture measurement and characterization are highlighted. A critical review of aggregate properties affecting friction, the frictional properties of asphalt mixtures and the influence of environmental factors on skid resistance is presented. An overview of modeling efforts entailing different aspects of tire pavement friction is also presented. The frictional performance of asphalt 'pavements largely depends on the type and quality of coarse aggregates used. The different hot mix asphalt (HMA) classifications generally have similar microtextures. Their frictional performance follows the same order as their macro textures. There is need for experimentally-validated skid resistance prediction models, especially for warm surfaces. Such models should account for tire and pavement surface texture characteristics, and the influence of environmental factors. Some other research needs are also identified. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:602 / 617
页数:16
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