Open Access
Issue
MATEC Web Conf.
Volume 199, 2018
International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018)
Article Number 08003
Number of page(s) 7
Section Bonded Concrete Overlays
DOI https://doi.org/10.1051/matecconf/201819908003
Published online 31 October 2018
  1. L. Kannemeyer, B. D. Perrie, P. J. Strauss, and L. du Plessis, “Ultra Thin Continuously Reinforced Concrete Pavement Research in South Africa,” in International Conference on Concrete Roads, 2007, pp. 1–27. [Google Scholar]
  2. M. W. K. E. Mukandila, T. I. Milne, and E. Horak, “Constructibility aspects of Ultra thin continuously reinforced concrete pavement,” in 28th Southern African Transport Conference, 2009, no. July, pp. 234–244. [Google Scholar]
  3. H. J. Brink, “Ultra Thin Reinforced Concrete Pavement: Practical Applications,” in 31st Southern African Transport Convention, 2012, no. July, pp. 168–175. [Google Scholar]
  4. A. D. Kerr, “Blowup of a concrete pavement adjoining a rigid structure,” Int. J. Non. Linear. Mech., vol. 29, no. 3, pp. 387–396, May 1994. [CrossRef] [Google Scholar]
  5. A. D. Kerr, P. J. Shade, and F. Park, “Analysis of Concrete Pavement Blowups,” Acta Mech., vol. 52, pp. 201–224, 1984. [CrossRef] [Google Scholar]
  6. J. M. Vandenbossche, “The measured response of ultra-thin and thin whitetopping to environmental loads,” in 7th International Conference on Concrete Pavements. The Use of Concrete in Developing Long-Lasting Pavement Solutions for the 21st Century, 2001, pp. 807–823. [Google Scholar]
  7. US Army Corps of Engineers, “Technical Instructions Railroad Design and Rehabilitation,” vol. 1125, no. March, 2000. [Google Scholar]
  8. K. B. Woods, H. S. Sweet, and T. E. Shelburne, “Pavement blowups correlated with source of coarse aggregate,” Highw. Res. Board, vol. 25, no. Proceedings, 1946. [Google Scholar]
  9. F. N. Hveem, “Types and causes of failure in highway pavements,” Highw. Res. Board Bull., no. 187, 1958. [Google Scholar]
  10. M. J. Hensley, “The study of pavement blowups,” Little Rock, Arkansas, 1966. [Google Scholar]
  11. D. Bowers, A study of the failures occurring in the concrete pavement of the Connecticut Turnpike and roads of similar design. Wethersfield, Connecticut: Connecticut State Highway Deptartment, 1966. [Google Scholar]
  12. M. Graham and W. Chamberlin, “Summary of 1966 rigid pavement blowup survey,” New York, 1967. [Google Scholar]
  13. J. P. Stott and K. M. Brook, “Report on a visit to USA to study blow-ups in concrete roads,” British Ministry of Transport, 1968. [Google Scholar]
  14. D. E. Gordinier and W. P. Chamberlin, “Pressure relief joints for rigid pavements,” Albany, New York, 1968. [Google Scholar]
  15. M. P. Burke, “The world’s most expensive pavement expansion joints,” in Ohio Highway Engineering Conference Proceedings, 1972. [Google Scholar]
  16. P. T. Foxworthy, “Statewide survey of blowups in resurfaced concrete pavements,” Purdue University, West Lafayette, Indiana, 1973. [CrossRef] [Google Scholar]
  17. D. Gress, “Blow-ups on Resurfaced Concrete Pavements,” West Lafayette, Indiana, 1974. [Google Scholar]
  18. A. D. Kerr, “Assessment of Concrete Pavement Blowups,” J. Transp. Eng., vol. 123, no. 2, pp. 123–131, 1997. [CrossRef] [Google Scholar]
  19. Uni En, “BS EN 1992-1-1:2004 Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings,” Eurocode 2, vol. 1, no. 2004, 2004. [Google Scholar]
  20. South African Bureau of Standards, The Structural Use of Concrete Part 1: Design SABS 10100-1. 2000. [Google Scholar]
  21. British Standard, Structural use of concrete Part 1. Code of practice for design and construction. 1997. [Google Scholar]
  22. ACI Committee, Report on High-Strength Concrete (ACI 363R-10). 2010. [Google Scholar]
  23. C. W. Roeder, “Thermal Movement Design Procedure for Steel and Concrete Bridges,” Seattle, Washington, 2002. [Google Scholar]
  24. B. Mosley, J. Bungey, and R. Hulse, Reinforced Concrete Design: to Eurocode 2, Seventh. London: Palgrave MacMillan, 2012. [Google Scholar]
  25. S. B. Tatro, J. C. Allen, A. A. Bombich, B. D. Fehl, and G. R. Mass, “Report on Thermal and Volume Change Effects on Cracking of Mass Concrete ACI 207.2R-07,” 2007. [Google Scholar]
  26. M. Alexander and H. Beushausen, “Deformation and volume change of hardened concrete,” in Fulton’s Concrete Technology, Ninth., G. Owens, Ed. Midrand: Cement and Concrete Institute, 2009, pp. 111–154. [Google Scholar]
  27. CSIR, “Guidelines for the construction of a 50 mm thick Ultra Thin Reinforced Concrete Pavement (50 mm UTRCP),” Council for Scientific and Industrial Research, 2008. [Google Scholar]
  28. South African Bureau of Standards, Ready-mixed concrete SANS 878:2012. 2012. [Google Scholar]
  29. R. Rasmussen, R. Rogers, and T. Ferragut, “Continuously Reinforced Concrete Pavement: Design and Construction Guidelines,” Washington, DC, 2009. [Google Scholar]
  30. Cement and Concrete Institute, SCT 22 Concrete Road Design and Construction. Cement and Concrete Institute, 2011. [Google Scholar]
  31. Committee of Land Transport Officials, Standard Specifications for Road and Bridge Works for State Road Authorities. 1998. [Google Scholar]

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