Study on Bonding Performance of Interlayer Materials between Old Cement Slab and Asphalt Overlay

Article Preview

Abstract:

Aiming at work condition between the layers for repaving bituminous surface on old cement concrete pavement, this paper put forward bond strength of the "black and white" depends on three factors which are asphalt membrane in asphalt concrete, bonding layer (bonding oil and interlayer), surface condition of cement slab; through methods of the indoor molding specimens and on-site coring and sampling, direct drawing contrast test was conducted for the three typical overlay bonding layer structure (setting fiberglass grid, setting APP felt, without interlayer), results showed that: bond strength sorting of the "black and white" interface based on surface condition of the old cement slab: rough surface> smooth surface>original surface; setting fiberglass grid decrease bond stability between layers, but the "notch groove ", to a certain extent, compensate for the decline in bond strength, while setting APP felt interlayer has great beneficial to bond performance of the "black and white" interface . Through the analysis of the mechanism of bond strength and drawing test, research results have very important value for guiding construction and design of asphalt overlay.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

633-637

Citation:

Online since:

February 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] XU Wei, BAI Haitao, ZHANG Xiaoning. Testing and Analysis of the Role of Glass Fiber Grids in Overlay on Concrete Pavement. Central SouthHighway Engineering, Vol. 28(2003), No. 2, pp.19-21.

Google Scholar

[2] WANG Fazhou, LIU Xiaoxing, ZHANG Yunhua. A Study on Interfacial Bonding Performance between Old Cement Concrete Pavement and Bituminous Overlayer. Journal of Hebei Institute of Technolog, Vol. 27(2005), No. 4, pp.135-137.

Google Scholar

[3] Guo Zhongyin. Application of Geonet to prevent reflection cracking of pavement. Petroleum Asphalt, Vol. 9(1995), No. 4, pp.41-48.

Google Scholar

[4] Brooks EW, Countryman R. Geotextile Fabrics under an Asphalt Concrete Overlay to Retard Reflective Cracking. Federal Highway Administration, Report. (1999).

Google Scholar

[5] Chang, D. T. -T, La, i R. -Q., Chang, J. -Y. Effects of Geogrid in Enhancing the Resistance of Asphalt Concrete to Reflection Cracks, ASTMSTP1 348, American Society for Testing and Materials, 1998, pp.39-51.

DOI: 10.1520/stp12850s

Google Scholar

[6] LI Jia, LIN Hui. Test Study on Asphalt Mixture Reinforced with Glass Fiber Grid. Central South Highway Engineering, Vol. 31(2006), No. 5, pp.5-7, 47.

Google Scholar

[7] SHI Bao-hua, CAI Liang-cai, WANG Sheng, et al. Experimental research on the relationship between lay width and split-proof effect about APP modified felt as asphalt pavement split-proof layer. China Journal of Highway and Transport, Vol. 16(2003).

Google Scholar

[8] Yang Bin. Research on Structure of Asphalt Overlay on Old Concrete Pavement. Xian, China: Chang'an University, (2005).

Google Scholar