Corrosion Resistance Properties of Synchronous Pavement Surface Dressing Composite Structure

Abstract:

Water erosion was the main pavement disease, and the erosion resistibility of synchronous pavement surface dressing composite structure was evaluated. Specimens’ immersion corrosion tests in still water, vibration water and under the scouring condition were carried out for the research on the corrosion resistance. It is observed that corrosion resistance and scour resistance performances are significantly reduce with the water temperature and immersion time. The diseases of composite synchronous surface dressing are increased beyond 48 hours immersion time. Finally, it is observed that the performance of corrosion resistance decrease significantly when the running speed higher than 60km/h.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 1826-1831
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.1826
• Online since: December 2012
• Authors: Zhuang Bin He, Feng Qin, Qiong Nian Huang
• Keywords: Composite Structure, Pavement Performance, Synchronous Pavement, Water Erosion

References

[1] Feng QIN, Hui-ming BAO, Journal of Guilin University of Technology, Application of Synchronized Crushed Stone Seal Coat New Technology, 01 (2007) 69-72. "In Chinese".

[2] Feng QIN, Hui-ming BAO, Construction Technology, Application of Synchronous Crushed Stone Seal Coat Technology, s1 (2007)154-157. "In Chinese".

[3] A M Olenaar, J M Rigo. Evaluation of Pavement Structure with Emphasis on Reflective Cracking. Refletive Cracking in Pavements. E&FNSpon,(1993)

[4] Ramsamooj D V, Lin G S, Ramadan J. Stresses at Joints and Cracks in Highway and Airport Pavements [J]. Engineering Fracture Mechanics ,1998, 60 (5):507～518.

DOI: 10.1016/s0013-7944(98)00059-9

[5] D.G.PESHKIN,T.E.HOERNER, K.A.ZIMMERMAN.Optimal Timing of Pavement Preventive Maintenance Treatment Appllications. NCHRP REPORT 523.Ju1y.2004.

[6] Sousa J B，Pais J C,Stubstad R N. Comparison of laboratory test performance between asphalt-rubber hot mix and dense graded asphalt concrete[R]. 4th International RILEMC Conferenceon Reflective Cracking in Pavements Researchin Practice in Practice. Ottawa, Ontario, Canada,2000.

[7] Hughes J J, Somers E. .Geogrid Mesh for Reflective Crack Control in Bituminous Concrete Overlays [R]. Pennsylvania Dept of Transportation, Harrisburg.Bureau of Constructionand and Materials. Report: PA-2000-013-86-001,2000.

[8] Kose S, Guler M, Bahia H U. Distribution of strains within asphalt binders in HMA using imaging and finite element techniques[J].Transportation Research Board，2000(1):11～15

DOI: 10.3141/1728-04

[9] Mukhtar Muhammad Tahir. Interlayer stress absorbing composite (ISAC) for mitigating reflection cracking in asphalt concrete overlays [D]. University of Illinois 1994.