Neural network-based prediction of sideway force coefficient for asphalt pavement using high-resolution 3D texture data

被引:35
作者
Zou, Yiwen [1 ]
Yang, Guangwei [2 ]
Cao, Mingming [3 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu, Peoples R China
[2] Oklahoma State Univ, Sch Civil & Environm Engn, Stillwater, OK 74074 USA
[3] Sichuan Commun Surveying & Design Inst CO LTD, Chengdu, Peoples R China
关键词
Pavement friction; SCRIM; sideway force coefficient; high-resolution 3D texture data; micro-texture; macro-texture; feedforward neural network; FRICTION;
D O I
10.1080/10298436.2021.1884862
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The pavement friction has been recognised as a critical contributor to traffic safety and an important pavement functional characteristic. The sideway force coefficient routine investigation machine (SCRIM) has been used in many studies for pavement friction evaluation. However, this device is costly to purchase and run which limits its accessibility to many transportation agencies. This study explores an artificial neural network model to predict the sideway force coefficient (SFC) from SCRIM using pavement micro- and macro-texture information. On the selected field site, pavement texture was evaluated by a digital sand patch tester and a portable high-resolution 3D laser scanner, while pavement friction was measured using a SCRIM. The obtained high-resolution 3D texture data was decomposed into micro- and macro-textures via discrete Fourier transform and Butterworth filters. Then, height, feature, and hybrid texture parameters were calculated to characterise pavement 3D texture at the micro- and macro-levels. Next, the obtained pavement texture parameters were used to predict SFC through linear and neural network models. The neural network model, including pavement micro- and macro-texture parameters, shows better performance than other models and is adequate to predict SFC. Besides, pavement micro-texture shows more contribution to SFC than macro-texture.
引用
收藏
页码:3157 / 3166
页数:10
相关论文
共 36 条
[11]   Frequency-wise correlation of the power spectral density of asphalt surface roughness and tire wet friction [J].
Hartikainen, L. ;
Petry, F. ;
Westermann, S. .
WEAR, 2014, 317 (1-2) :111-119
[12]  
Hsiao P., 2006, CIRCUITS SYSTEMS, P4, DOI DOI 10.1109/ISCAS.2006.1693303
[13]  
Izeppi E.L., 2017, FHWANC201702 VIRG TE, P2017
[14]   Exploring the texture-friction relationship: from texture empirical decomposition to pavement friction [J].
Kane, Malal ;
Rado, Zoltan ;
Timmons, Andrew .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2015, 16 (10) :919-928
[15]   Relating surface texture parameters from close range photogrammetry to Grip-Tester pavement friction measurements [J].
Kogbara, Reginald B. ;
Masad, Eyad A. ;
Woodward, David ;
Millar, Phillip .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 166 :227-240
[16]   A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements [J].
Kogbara, Reginald B. ;
Masad, Eyad A. ;
Kassem, Emad ;
Scarpas, A. ;
Anupam, Kumar .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 114 :602-617
[17]   Field Investigation of Relationship between Pavement Surface Texture and Friction [J].
Kouchaki, Sareh ;
Roshani, Hossein ;
Prozzi, Jorge A. ;
Garcia, Natalia Zuniga ;
Hernandez, Joaquin Bernardo .
TRANSPORTATION RESEARCH RECORD, 2018, 2672 (40) :395-407
[18]  
Leach R., 2013, Characterisation Areal Surf. Texture, V9783642364, P1, DOI [DOI 10.1007/978-3-642-36458-7_1, 10.1007/978-3-642-36458-7, DOI 10.1007/978-3-642-36458-7]
[19]   Position-invariant neural network for digital pavement crack analysis [J].
Lee, BJ ;
Lee, H .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2004, 19 (02) :105-118
[20]   Novel Macro- and Microtexture Indicators for Pavement Friction by Using High-Resolution Three-Dimensional Surface Data [J].
Li, Qiang ;
Yang, Guangwei ;
Wang, Kelvin C. P. ;
Zhan, You ;
Wang, Chaohui .
TRANSPORTATION RESEARCH RECORD, 2017, (2641) :164-176