Resilient and Safe Road Infrastructure | |
Repeatability of road pavement condition assessment based on three-dimensional analysis of linear accelerations of vehicles | |
土木建筑工程 | |
Staniek, Marcin^1 | |
Silesian University of Technology, Faculty of Transport, Department of Transport Systems and Traffic Engineering, Krasiskiego 8, Katowice | |
40-019, Poland^1 | |
关键词: Assessment process; High sampling frequencies; Linear accelerations; Road pavements; Road section; Road traffic; Technical conditions; Three-dimensional analysis; | |
Others : https://iopscience.iop.org/article/10.1088/1757-899X/356/1/012021/pdf DOI : 10.1088/1757-899X/356/1/012021 |
|
学科分类:土木及结构工程学 | |
来源: IOP | |
【 摘 要 】
The article provides a discussion concerning a tool used for road pavement condition assessment based on signals of linear accelerations recorded with high sampling frequency for typical vehicles traversing the road network under real-life road traffic conditions. Specific relationships have been established for the sake of road pavement condition assessment, including identification of road sections of poor technical condition. The data thus acquired have been verified with regard to repeatability of estimated road pavement assessment indices. The data make it possible to describe the road network status against an area in which users of the system being developed move. What proves to be crucial in the assessment process is the scope of the data set based on multiple transfers within the road network.
【 预 览 】
Files | Size | Format | View |
---|---|---|---|
Repeatability of road pavement condition assessment based on three-dimensional analysis of linear accelerations of vehicles | 337KB | download |