All Issue

2019 Vol.9, Issue 2 Preview Page

Technical Notes

31 December 2019. pp. 145-157
Abstract
References
1
AASHTO (1993). AASHTO guide for design of pavement structures, American Association of State Highway and Transportation Officials, Washington DC.
2
Caltabiano, M. A. (1990). Reflection cracking in asphalt overlays, M. Phil. Dissertation, University of Nottingham, Nottingham.
3
Courard, L. and Rigo, J . M. (1993). The use of fibers in bituminous concrete as a solution to decrease rutting, 5th Eurobitnme Congress, Stockholm.
4
David, W. J. and Curtis M. T.(1996). Sawing and sealing joints in bituminous pavements to control cracking, Final Report, TPR 1004, Minnesota Department of Transportation Office of Minnesota Road Research. Minnesota
5
Doliez, D. and Coppens, M. H. (1996). "Fatigue improvement of asphalt reinforced by glass fiber grid," Proceedings of the Third International RILEM Conference on Reflective Cracking in Pavements, Australia, pp. 387-392.
6
Francken, L. and Vanelstraete A. (1993). "On the thermorheological properties of interface systems, reflective cracking in pavements", Proceedings of the Second International Rilem Conference, Liege, Belgium, pp. 206-219.
7
Hu, S., Zhou, F. and Scullion, T. (2010). "Reflection cracking-based asphalt overlay thickness design and analysis tool", Transportation Research Record: Journal of the Transportation Research Board, Washington D.C., 2155, pp. 12-23.
10.3141/2155-02
8
Kim, I. S. (2012). A study of seven year history of test sections constructed for reflection crack control.
9
Korea Expressway Corporation (1999). Methodology for constraining asphalt concrete overlay against reflection cracking (III), Korea Expressway Corporation Road Research Institute, 1999 Research Report.
10
Korea Expressway Corporation (2000). Methodology for constraining asphalt concrete overlay against reflection cracking (IV), Korea Expressway Corporation Road Research Institute, 2000 Research Report.
11
Kwon, H. J. (2018). Comparison of asphalt overlay and inlay for the rehabilitation of old concrete pavement using accelerated pavement testing, A Doctoral Dissertation, Hanyang University.
12
Lee, K. H. and Kang, M. S. (2009). "Feasible plan study for pot hole decrease of asphalt concrete pavement", KSCE Journal of Civil Engineering, 57(12), pp. 72-77.
13
Lytton, R. L. (1989). "Use of geotextiles for reinforcement and strain relief in asphaltic concrete", Geotextile and Geomembranes, 8, pp. 217-237.
10.1016/0266-1144(89)90004-6
14
Mchale, M. J. (2015). Trial surface dressing with sami, trasport reasearch laboratory, Project Report PPR793.
15
Molenaar, A. A. A. and Potter, J. (1997). Assessment and evaluation of reflection crack potential, prevention of reflective cracking in pavement, State of the Art Report of RILEM Technical Committee 157 PRC, pp. 16-42.
16
Monismith, C. L. and Coetzee, N. F. (1980). "Reflection cracking : Analyses, laboratory studies, and design consider ations", Proc. AAPT, 49, pp. 268-311.
17
O'Faraell, D. J. (1996). "The treatment of reflective cracking with modified asphalt and reinforcement", Proceedings of the Third International RILEM Conference on Reflective Cracking in Pavements, p. 552.
18
Ogundipe, O. M. (2012). Mechanical behaviour of stress absorbing membrane interlayers, PhD thesis, University of Nottingham.
19
Osseiran, A. H. (1987). Crack and seat concrete pavement, FHWA-AZ8604.
20
Park, T. S. and Lee, Y. S. (2006). "Behavior of high-elastic stress absorbing interlayer for reflective cracking resistance", KSCE Journal of Civil Engineering, 26(3), pp. 349-357.
21
Taiyu Kensetsu Co., Ltd. (2019). Research and development of sami method, Nagoya.
Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 9
  • No :2
  • Pages :145-157
  • Received Date : 2019-12-10
  • Revised Date : 2019-12-25
  • Accepted Date : 2019-12-30