Open Access
MATEC Web Conf.
Volume 120, 2017
International Conference on Advances in Sustainable Construction Materials & Civil Engineering Systems (ASCMCES-17)
Article Number 06009
Number of page(s) 12
Section Geotechnical and Geo-environmental
Published online 09 August 2017
  1. E. J. Yoder and M. W. Witczak, John Wiley & Sons, (1975). [Google Scholar]
  2. J. Uzan, J., 1985. Transportation Research Record, Transp. Res. Rec., no. 1022, (1985) [Google Scholar]
  3. M. R. Thompson and R. P. Elliott, Transp. Res. Rec., no. 1043, (1985). [Google Scholar]
  4. M. Kim, A. M., E. Tutumluer, M., and J. Kwon, Resilient modulus of Flexible Pavements, October, pp. 195–208, (2009) [Google Scholar]
  5. A. Adu-Osei, Characterization of unbound granular layers in flexible pavements, (2001) [Google Scholar]
  6. F. Lekarp, U. Isacsson, and A. Dawson, J. Transp. Eng., vol. 126, no. 1, pp. 66–75, (2000) [CrossRef] [Google Scholar]
  7. a M. Azam, D. a Cameron, and M. M. Rahman, Can. Geotech. J., vol. 50, no. November 2012, pp. 1143–1158, (2013) [CrossRef] [Google Scholar]
  8. L. Raad, G. H. Minassian, and S. Gartin, no. 1369. (1992). [Google Scholar]
  9. P. Tian, M. Zaman, and J. Laguros, Transp. Res. Rec. J. Transp. Res. Board, no. 1619, pp. 75–84, (1998) [CrossRef] [Google Scholar]
  10. R. G. Hicks, PhD thesis, University of California, Berkeley, Calif, (1970). [Google Scholar]
  11. L. Uthus, Å. Hermansson, I. Horvli, and I. Hoff, Curr. Pract. Cold Reg. Eng., pp. 1–13, (2006) [Google Scholar]
  12. G. T. H. Sweere, TU Delft, Delft University of Technology, (1990). [Google Scholar]
  13. a. M. Rahim and K. P. George, Int. J. Pavement Eng., vol. 6, no. 2, pp. 89–96, (2004) [CrossRef] [Google Scholar]
  14. A. R. Gabr, K. G. Mills, and D. A. Cameron, Geotech. Geol. Eng., vol. 31, no. 1, pp. 119–132, (2013) [CrossRef] [Google Scholar]
  15. P. Kolisoja, Tampere University of Technology, (1998) [Google Scholar]
  16. A. Cabrera, “Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil,” (2012) [Google Scholar]
  17. a M. Azam, D. a Cameron, a G. Gabr, and M. M. Rahman, Matric Suction in Recycled Unbound Granular Materials, pp. 1367–1376, (2014) [Google Scholar]
  18. R. G. Hicks and C. L. Monismith, Highw. Res. Rec., no. 345, (1971) [Google Scholar]
  19. N. H. Thom and S. F. Brown, Effect of moisture on the structural performance of a crushed-limestone road base, no. 1121. (1987) [Google Scholar]
  20. A. R. Dawson, N. H. Thom, and J. L. Paute, Gomes Correia, Balkema, Rotterdam, pp. 35–44, (1996) [Google Scholar]
  21. J. Ekblad, “Water in coarse granular materials : Resilient and retentive properties,” pp. 117–123, (2008) [Google Scholar]
  22. D. Andrei, M. W. Witczak, and W. N. Houston, “Resilient modulus predictive model for unbound pavement materials,” in Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support, pp. 401–408, (2009) [CrossRef] [Google Scholar]
  23. N. Khoury, R. Brooks, and C. Khoury, Int. J. Geotech. Eng., vol. 3, no. 2, pp. 303–311, (2009) [CrossRef] [Google Scholar]
  24. C. E. Cary and C. E. Zapata, Road Mater. Pavement Des., vol. 12, no. 3, pp. 615–638, (2011) [CrossRef] [Google Scholar]
  25. R. W. May and M. W. Witczak, no. 810. (1981) [Google Scholar]
  26. I. ARA, Guide for mechanistic-empirical design of new and rehabilitated pavement structures, Part, (2004) [Google Scholar]
  27. W. Heukelom and A. Klomp, International conference on the structural design of asphalt pavements, vol. 203, no. 1, (1962) [Google Scholar]
  28. a. M. Rahim, Int. J. Pavement Eng., vol. 6, no. 3, pp. 163–169, (2005) [CrossRef] [Google Scholar]
  29. K. Yan, H. Xu, and G. Shen, Int. J. Geomech., vol. 14, no. 6, p. 4011–4025, (2013) [Google Scholar]
  30. D. Li and E. T. Selig, J. Geotech. Eng., vol. 120, no. 6, pp. 939–957, (1994) [CrossRef] [Google Scholar]
  31. N. Perez-Garcia, D. Fredlund, P. Garnica-Anguas, and N. Mestas-Martinez, Infraestruct. Vial, vol. 17, no. 30, pp. 23–30, (2015) [Google Scholar]
  32. American Society for Testing and Materials (ASTM), Annu. B. ASTM Stand. Des. C 136, (2001) [Google Scholar]
  33. American Association Of State Highway And Transprtation Officials AASHTO, Stand. Specif. Transp. Mater. Methods Sampl. Testing, M 145-91, (2009) [Google Scholar]
  34. American Society for Testing and Materials (ASTM), Annu. B. ASTM Stand. Des. C 127, (2004) [Google Scholar]
  35. American Society for Testing and Materials (ASTM), Annu. B. ASTM Stand. Des. D4318-93, (1995) [Google Scholar]
  36. American Society for Testing and Materials (ASTM), Annu. B. ASTM Stand. Des. D 1557, (2012) [Google Scholar]
  37. American Society for Testing and Materials (ASTM), Annu. B. ASTM Stand. Des. D 1883, vol. 4, (2004) [Google Scholar]
  38. American Association Of State Highway and Transprtation Officials AASHTO, Des. T 307-99, vol. 99, (2012) [Google Scholar]
  39. A. Yau and H. L. Von Quintus, Study of LTPP laboratory resilient modulus test data and response characteristics, (2002). [Google Scholar]

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