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Articles

Laboratory testing, field construction, and decade long performance evaluation of jointed plain concrete pavement with FRP dowels

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Pages 713-724 | Received 01 Jan 2015, Accepted 27 Jul 2018, Published online: 20 Aug 2018

References

  • Ahmed, S., and Scott, M., 2001. Using fiber-reinforced polymer load transfer devices in jointed concrete pavements. 7th international conference on concrete pavements, 9-13 September 2001, Orlando, Florida, USA.
  • Al-Humeidawi, B.H., and Mandal, P., 2014. Evaluation of performance and design of GFRP dowels in jointed plain concrete pavement – part 1: experimental investigation. International Journal of Pavement Engineering, 15 (5), 449–459. doi: 10.1080/10298436.2013.824081
  • American Association of State Highway and Transportation Officials (AASHTO), 1993. AASHTO guide for design of pavement structures. Washington, DC: American Association of State Highway and Transportation Officials. 624.
  • American Concrete Pavement Association (ACPA), 1991. Design and construction of joints for concrete highways. Illinois: American Concrete Pavement Association.
  • American Society for Testing and Materials, 1996. ASTM D 4694–96. Standard test method for deflections with a falling-weight-type impulse load device.
  • American Society for Testing and Materials, 2008. ASTM D4695 - 03(2008). Standard guide for general pavement deflection measurements.
  • Anderson, Keith W., et al., 2012. Glass fiber reinforced polymer dowel Bar evaluation. Olympia, Washington: Washington State Department of Transportation. Report Number WA-RD 795.1.
  • Bian, Y., and Harvey, J.T., 2006. Evaluation of dowel Bar retrofit alternatives using accelerated pavement testing. Transportation Research Record: Journal of the Transportation Research Board, 1974 (1), 109–119. doi: 10.3141/1974-15
  • Brown, V.L., and Bartholomew, C.L., 1993. FRP dowel bars in reinforced concrete pavements. Special Publication, 138, 813–830.
  • Friberg, B.F., 1940. Design of dowels in transverse joints of concrete pavements. Transactions American Society of Civil Engineers, 105 (2081), 1076–1095.
  • Huang, Y.H., 2004. Pavement analysis and design. Upper Saddle River, N.J.: Pearson Education, Limited.
  • Khazonovich, L., Buch, N., and Gotlif, A., 2001. Evaluation of alignment tolerances for dowel bars and their effects on joint performances, Final Rep. RC-1395, Department of Civil and Environmental Engineering, Michigan State University, MI.
  • Montaigu, M., et al., 2013. Laboratory characterization and evaluation of durability performance of New Polyester and Vinylester E-glass GFRP dowels for jointed concrete pavement. Journal of Composites for Construction, 17 (2), 176–187. doi: 10.1061/(ASCE)CC.1943-5614.0000317
  • Park, C.G., et al., 2008. Microstructural investigation of long-term degradation mechanisms in GFRP dowel bars for jointed concrete pavement. Journal of Applied Polymer Science, 108 (5), 3128–3137. doi: 10.1002/app.27946
  • Pierce, L.M., et al., 2003. Ten-Year performance of dowel-Bar retrofit: application, performance, and lessons learned. Transportation Research Record: Journal of the Transportation Research Board, 1853, 83–91. doi: 10.3141/1853-10
  • Popehn, N.A., Schultz, A.E., and Snyder, M.B., 2004. Performance testing of experimental dowel Bar retrofit designs part 2 – repeatability and modified designs. St. Paul, MN: Minnesota Department of Transportation. Report Number MN-RC 2004-17B.
  • Porter, M.L., et al., 2001. Investigation of glass fiber composite dowel bars for highway pavement slabs. Ames, IA: Iowa State University. Project Number TR-408.
  • Porter, M.L., et al., 2005. Field evaluation of elliptical fiber reinforced polymer dowel performance. Washington, DC: Federal Highway Administration. Report number DTFH61-01-X-00042.
  • Scott, Murison, 2004. Evaluation of concrete-filled GFRP dowels for jointed concrete pavements. Thesis (Masters). University of Manitoba.
  • Snyder, M.B., and Masten, Maria. Dowel bar design and basket standardization: tech brief update, National Concrete Consortium Meeting, Sacramento, California, September 2010.
  • Vandenbossche, J.M., 2007. Effects of slab temperature profiles on Use of falling weight deflectometer data to monitor joint performance and detect voids, Transportation Research Record: Journal of the Transportation Research Board, No. 2005, Washington, DC: Transportation Research Board of the National Academies, 75–85.
  • Vandenbossche, J.M., and Snyder, M.B., 2005. Comparison between measured slab profiles of curled pavements and profiles generated using the finite element method, 8th International Conference on Concrete Pavements • Colorado Springs, Colorado, USA August 14-18, pp. 1155–1172.
  • Vijay, P. V., and GangaRao, H. V. S., 1999. Development of fiber reinforced plastics for highway applications: aging behavior of concrete beams reinforced with GFRP bars. West Virginia Department of Highways. RP #T-699-FRP1. CFC-WVU Report No.99-265.
  • Vijay, P.V., GangaRao, H.V.S., and Li, H., 2004. Evaluation of Jointed Plain Concrete Pavement (JPCP) with FRP Dowels. Federal Highway Administration (FHWA)-DOT. CFC Report No. 04-101.
  • Vijay, P.V., GangaRao, H.V.S, and Li, Hui, 2006. Evaluation of Jointed Plain Concrete Pavement with Fiber-Reinforced Polymer Dowels. [CD-ROM]. Transportation Research Board Annual Meeting, Paper #06-2112.
  • Vijay, P.V., GangaRao, H.V.S, and Li, Hui, 2010. Evaluation of Jointed Plain Concrete Pavement with Fiber-Reinforced Polymer Dowels. Federal Highway Administration. Report: FHWA-HRT-06-106.
  • Voigt, G.F., 2000. Specification synthesis and recommendations for repairing uncontrolled cracks that occur during concrete pavement construction, American Concrete Pavement Association, April.
  • Westergaard, H. M., 1925. Computation of stresses in concrete roads. 5th Annual Meeting of the Highway Research Board, 3-4 Decemeber 1925 Washington D.C: Highway Research Board, 5(1): 90–112.
  • Yoder, E. J., and Witczak, M. W., 1975. Principles of pavement design (2nd ed.). New York: John Wiley & Sons.

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