Performance of Pavements Affected by Static and Impact Load

Article Preview

Abstract:

Pavements of airdromes, ports and container terminals, logistics terminals, industrial areas, parking lots, waste recycling areas and etc. are affected by static and impact loads. These kinds of loading differ from typical loading of roads. Due to it, pavements affected by static and impact load are design by special models according to the main distresses – permanent deformations and thermal cracking. For this purpose, there are discussed characteristics conditioning performance of pavements affected by static and impact load.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

627-630

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Oecd Scientific Expert Group: Dynamic Loading of Pavements: Road Transport Research, Organization for Economic (1992), p.184.

Google Scholar

[2] J. H. F. Woodrooffe, P. A. LeBlanc: Heavy Vehicle Axle Dynamics, in International Symposium on Heavy Vehicles Weights and Dimensions (1986), p.25–35.

Google Scholar

[3] Y. R. Kim, Y. C. Lee: Interrelationships among stiffnesses of asphalt-aggregate mixtures, in Journal of the Association of Asphalt Paving Technologists, Vol. 64 (1995), p.575–609.

Google Scholar

[4] H. M. Park, Y. R. Kim, S. Park: Temperature Correction of Multiload-Level Falling-Weight Deflectometer Deflections, in Transportation Research Record, Vol. 1806 (2002), p.3–8.

DOI: 10.3141/1806-01

Google Scholar

[5] L. Shao, S. W. Park, Y. R. Kim: Simplified Procedure for Prediction of Asphalt Pavement Subsurface Temperatures Based on Heat Transfer Theories, in Transportation Research Record, Vol. 1568 (1997), p.114–123.

DOI: 10.3141/1568-14

Google Scholar

[6] A. Vaitkus, A. Laurinavičius, R. Oginskas, A. Motiejūnas, M. Paliukaitė, O. Barvidienė: The road of experimental pavement structures: experience of five years operation, in The Baltic Journal of Road and Bridge Engineering, Vol. 7, No. 3 (2012).

DOI: 10.3846/bjrbe.2012.30

Google Scholar

[7] G. Doré, H. K. Zubeck: Cold Regions Pavement Engineering (2009), p.460.

Google Scholar

[8] G. Boutin, C. Lupien: Thermal Cracking of Asphalt Pavement, in Proc. of the 2nd Eurasphalt and Eurobitume Congress, Barcelona (2000), p.45–59.

Google Scholar