Flexible Pavement Design Criterion Based on Octahedral Shear Stresses
By: Ştefan Marian Lazăr and Carmen Răcănel
References
- [1]. Ş.M. LAZĂR, “Contributions to the Overlay Design of Flexible Pavement Systems”, PhD thesis, TUCEB, September 2011.
- [2]. T.J., FREEMAN şi S.H., CARPENTER, “Characterizing Permanent Deformation in Asphalt Concrete Placed over Portland Cement Concrete Pavements”, In Transportation Research Record: Journal of the Transportation Research Board, No. 1070, Transportation Research Board of the National Academies, Washington, D.C., pp. 342–387, 1986.
- [3]. C., RĂCĂNEL, “Effects of Creep and Fatigue on the Behaviour of Asphalt Mixtures”, PhD thesis, TUCEB, March 2002.
- [4]. ***, PIARC (Permanent International Association of Road Congresses), “Bituminous Materials with a High Resistance to Flow Rutting”, PIARC Technical Committee on Flexible Roads, Reference 08.03.B, 1995.
- [5]. M., AMERI-GAZNON şi D.N., LITTLE, “Permanent Deformation Potential in Asphalt Concrete Overlay over Portland Cement Concrete Pavements”, Research Report 452-3F, Texas Transportation Institute, nov. 1988.
- [6]. M., AMERI-GAZNON şi D.N., LITTLE, “Octahedral Shear Stress Analyses of an ACP Overlay on a Rigid Base”, Journal of the Association of Asphalt Paving Technologists, Vol. 59, pp. 443–476, 1990.
- [7]. S., JERCAN, C., ROMANESCU and M., DICU, “Road construction. Laboratory Tests”, Institute of Construction Bucharest (ICB), 1992.
DOI: https://doi.org/10.1515/rjti-2017-0054 | Journal eISSN: 2286-2218
Language: English
Page range: 54 - 65
Published on: Dec 29, 2017
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Related subjects:
© 2017 Ştefan Marian Lazăr, Carmen Răcănel, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.