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2020 Vol.10, Issue 2 Preview Page

Scientific Paper

31 December 2020. pp. 223-232
Abstract
References
1
Dueñas A.P., Jiménez F.E.P. and Miró, R. (2009). “Evaluation of the cohesion of crumb rubber modified bitumens by means of ucl method”, Road Materials and Pavement Design, 10(3), pp. 667-676. 10.1080/14680629.2009.9690219
2
Huber, G. (2000). Performance survey on open-graded friction course mixes, National Cooperative Highway Research Program.
3
Jiménez, F.P. and Pérez, M.C. (1990). Analysis and evaluation of the performance of porous asphalt: The spanish experience, in surface characteristics of roadways, International Research and Technologies, ed. W. Meyer and J. Reichert (West Conshohocken, PA: ASTM International), pp. 512-527.
4
Katman, H.Y., Karim, M.R., and Abdelaziz, M.(2005). “Performance of wet mix rubberized porous asphalt,” Proceedings of the Eastern Asia Society for Transportation Studies, 5, pp. 694-208.
5
Nicholls, J.C. and Carswell, I.G. (2001). The design of porous asphalt mixtures to performance related criteria, TRL Report 497, TRL, United Kingdom.
6
Pérez, C. and Ángel, M. (1984). Development and standardization of the wear loss test applied to the characterization, dosage and control of bituminous mixtures with open granulometry: Cantabrian test, Doctoral thesis, University of Cantabria.
7
DU, S. and Li, S. (2011). The raveling characteristic of porous asphalt mixture, ICTE, pp. 1550-1885. 10.1061/41184(419)310
8
Watson, D.E., Ann, M.K., Williams, K. and Allen, C.L. (2003). “Refinement of new-generation open-graded friction course mix design”, Transportation Research Record, 1832(1), pp. 78-85. 10.3141/1832-10
Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 10
  • No :2
  • Pages :223-232
  • Received Date : 2020-12-07
  • Revised Date : 2020-12-19
  • Accepted Date : 2020-12-21