Influence of road profile obstacles on road unevenness indicators
Source abstract
Abstract
The study quantified the influence of the road profile obstacles on 27 different road unevenness indicators (RUI). The influence of obstacle height, length and number of obstacles per kilometre was assessed. The 2997 real longitudinal road-profile records from the Long-Term Pavement Performance program with considering asphalt concrete and cement concrete road surfaces were processed. 5169 obstacles were identified by a median filtering approach and their dimensions were quantified. The regression function based on linear coefficients for dependence of the RUI on three obstacle parameters was derived. The marked dependence of the road indicators on all three obstacle parameters was observed. The road indices describing the short wavelength band proved to be the most sensitive for detecting obstacle presence in a road profile.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Infrastructure Maintenance and Monitoring · Asphalt Pavement Performance Evaluation · Traffic Prediction and Management Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (29)
Show source-provided references
1. 10.1504/IJVD.2006.00845010.1504/IJVD.2006.008450 ↗
2. ASTM Standard E 1926-98 · 2003
3. 10.1111/j.1460-2695.2009.01340.x10.1111/j.1460-2695.2009.01340.x ↗
4. Boscaino G. · Bulletin des Laboratoires des Ponts et Chaussees · 2001 · 234 · 17
5. 10.1080/14680629.2009.969020210.1080/14680629.2009.9690202 ↗
6. Ferris J. B. · 2001 · 70 · 121
7. ISO 8608. (1995).Mechanical vibration – Road surface profiles – Reporting of measured data.
8. 10.1243/09544070JAUTO33710.1243/09544070JAUTO337 ↗
9. 10.1504/IJVD.2008.02030610.1504/IJVD.2008.020306 ↗
10. 10.1061/(ASCE)TE.1943-5436.000020910.1061/(ASCE)TE.1943-5436.0000209 ↗
11. Kropáč O. · Shock and Vibration · 2011 · 18 · 67110.1155/2011/150487 ↗
12. 10.1061/(ASCE)TE.1943-5436.000031410.1061/(ASCE)TE.1943-5436.0000314 ↗
13. 10.1061/(ASCE)TE.1943-5436.000041710.1061/(ASCE)TE.1943-5436.0000417 ↗
14. 10.1504/IJVSMT.2009.03201910.1504/IJVSMT.2009.032019 ↗
15. Öijer F. · Vehicle System Dynamics · 2004 · 41 · 744
16. 10.1140/epjb/e2012-20697-x10.1140/epjb/e2012-20697-x ↗
17. Praticò F. · 2004
18. prEN 13036-5 · 2006
19. 10.1243/095440701152862610.1243/0954407011528626 ↗
20. 10.1061/(ASCE)0733-947X(2001)127:3(247)10.1061/(ASCE)0733-947X(2001)127:3(247) ↗
21. Sayers, M. W. (1995).On the calculation of IRI from longitudinal road profile. Paper No. 950842. Washington, DC: Transport Research Board, 24.
22. Sayers M. W. · 1996
23. Sayers M. W. · 1998
24. SongI.HayhoeG. F. (2006). Airport pavement roughness index relationships using the Federal Aviation Administration (FAA) profiling system. Proceedings of 2006 airfield and highway pavement specialty conference (pp. 741–752). Reston, VA: ASCE.
25. Steinwolf A. · Test Engineering and Management · 2006 · 68 · 10
26. Steinwolf A. · Sound and Vibration · 2005 · 39 · 12
27. 10.1243/095440702152911010.1243/0954407021529110 ↗
28. 10.3166/rmpd.9.135-15710.3166/rmpd.9.135-157 ↗
29. Willet M. · 2000