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Original Articles

Durability of stabilized base courses subjected to wet–dry cycles

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Pages 265-276 | Received 12 Aug 2005, Accepted 12 Jan 2006, Published online: 14 Jan 2009

References

  • American Association of State Highway and Transportation Officials (AASHTO), http://www.mrr.dot.state.mn.us/pavement/PvmtDesign/designguide.asp , accessed April 2005
  • Berg, K.C., Durability and strength of activated reclaimed Iowa class C fly ash aggregate in road bases, Iowa State University, Master Thesis, 1998
  • Bergesson, K. and Lapke, R., Use of fly ashes and AFBC residues as a synthetic aggregate material, 13th Annual Power Affiliate Report, ISU-ERI-Ames 93-087, Iowa State University, Ames, IA, 1993
  • Kalankamary , G.P. and Donald , D.T. 1963 . Development of a Freeze–Thaw Test for Design of Soil–Cement , 77 – 96 . Washington, DC : Highway Research Board (HRB) .
  • Khoury , N.N. and Zaman , M.M. 2002 . Effect of wet–dry cycles on class C fly ash aggregate base, Transportation research record . J. Transport. Res. Board, Geomate. , : 13 – 21 . Washington DC
  • Khoury , N.N. and Zaman , M.M. 2006 . Durability effects on flexural behavior of fly ash stabilized limestone aggregate, American society of testing materials . J. Test. Eval. , 34 ( 3 ) : 167 – 175 . PA
  • Little, D.N., Males, E.H., Pursinski, J.R. and Stewart, B., Cementitious stabilization, http://www.nationalacademies.org/trb/publications/millennium/00016.pdf . Accessed January 2005
  • Miller, G.A., Zaman, M.M., Rahman, J. and Tan, K.N., Laboratory and field evaluation of soil stabilization using cement kiln dust, Draft Report, Item 2144, ORA 125-5693, submitted to Oklahoma Department of Transportation (ODOT), Feb 1999
  • National Cooperative Highway Research Report (NCHRP) . 1976 . Lime-Fly Ash-Stabilized Bases and Subbases , Washington, DC : Transportation Research Board, National Research Council .
  • National Cooperative Highway Research Report (NCHRP), Calibrated mechanistic structural analysis procedures for pavements, Final Report, Project 1–26, May 1992
  • National Cooperative Highway Research Report (NCHRP), Laboratory determination of resilient modulus for flexible pavement design, Final Report, Project 1–28, June 1997
  • Nunan, T. and Humphrey, D., A review and experimentation of gravel stabilization methods, Technical Services Division, Technical Report 90-2, Maine Department of Transportation, July 1990
  • Sobhan, K., Stabilized Fiber-Reinforced Pavement Course with Recycled Aggregate. Ph.D. Thesis, Northwestern University, Evanston, Illinois, 1997
  • Thompson, M.R. and Smith, K.L., Repeated triaxial characterization of granular bases, Transportation Research Board, No 1278, pp. 7–17, 1990
  • Witczak, M.W., Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design, NCHRP 1-28A, Draft Report, Volume I, June 2000
  • Zaman, M., Laguros, J., Tian, P., Zhu, J. and Pandey, K., Resilient moduli of raw and stabilized aggregate bases and evaluations of layer coefficients for AASHTO flexible pavement design. Final report, Submitted to ODOT, Item 2199, ORA 125-4262, August, 1998
  • Zaman , M.M. , Zhu , J. and Laguros , J.G. 1999 . “ Durability effects on resilient moduli of stabilized aggregate base ” . In Transportation Research Record 1687 , 29 – 38 . Washington DC : TRB, National Research Council .
  • Zhang, Z. and Tao, M., Durability of cement stabilized low plastic soils, Transportation Research Board 85th Annual Meeting Compendium of Papers CD-ROM, Paper No. 06-1255, January 22–26, 2006

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