A novel noncontact method for the pavement skid resistance evaluation based on surface texture

被引:20
|
作者
Lu, Jiale [1 ,3 ]
Pan, Baofeng [2 ]
Liu, Quan [3 ]
Sun, Minghao [2 ]
Liu, Pengfei [3 ]
Oeser, Markus [3 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, Sch Transportat & Logist, Dalian 116024, Peoples R China
[3] Rhein Westfal TH Aachen, Inst Highway Engn, D-52074 Aachen, Germany
关键词
Pavement skid resistance; Pavement surface texture; British Pendulum Test; Convolutional neural networ; CRACK DETECTION; FRICTION; PARAMETERS;
D O I
10.1016/j.triboint.2021.107311
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A convolutional neural network is proposed to feature the primary relationship between pavement surface texture and in-situ skid resistance measurement namely British Pendulum Test. The influence of texture collection interval was firstly analyzed. Then, effective contact textures were extracted. Finally, the sample size required for model training, which could serve as a reference for further texture-related research was addressed. Results indicated that textures with wavelengths above 2.40 mm is key for the wet friction. Textures below the cross section whose area is 0.6 times the nominal area do not contact the rubber. The sample size should be more than 100. The newly developed non-contact method shows high feasibility in predicting the skid resistance and effectively control the relative error within 14%.
引用
收藏
页数:9
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