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International Journal of Pavement Engineering Volume 11, 2010 - Issue 2
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Original Articles

Use of creep compliance interconverted from complex modulus for thermal cracking prediction using the M–E pavement design guide

Hao Yin Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA, USACorrespondence[email protected]
,
Ghassan R. Chehab Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA, USAView further author information
,
Shelley M. Stoffels Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA, USAView further author information
,
Tanmay Kumar Applied Research Associates, Inc., Transportation, Sacramento, CA, USAView further author information
&
Laxmikanth Premkumar Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA, USAView further author information
Pages 95-105 | Received 15 May 2007, Accepted 12 Nov 2008, Published online: 30 Jan 2009

References

  • ARA Inc. and ERES Consultants Division, 2004. Guide for mechanistic–empirical design of new and rehabilitated pavement structures. Final Report, NCHRP 1-37A
  • Bae, A., et al., 2007. Direct effects of thermal cracks on pavement roughness. Presented at the 2007 AAPT Annual Meeting, San Antonio, TX
  • Buttlar , W.G. and Roque , R. 1994 . Development and evaluation of the strategic highway research program measurement and analysis system for indirect tensile testing at low temperature , Transportation Research Board, 1454 Washington, DC : Transportation Research Board .
  • Chehab , G. and Kim , R. 2005 . Viscoelastoplastic continuum damage model application to thermal cracking of asphalt concrete . Journal of Materials in Civil Engineering, ASCE , 17 ( 4 )
  • Easa , S.M. , Shalaby , A. and El Halim , A.O.A. 1996 . Reliability-based model for predicting pavement thermal cracking . Journal of Transportation Engineering, ASCE , 122 ( 5 )
  • Freeman , T. 2006 . Sensitivity analysis of and strategic plan development for the implementation of the M–E design guide in TXDOT operations , College Station, TX : Texas Transportation Institute .
  • Kim , Y.R. and Wen , H. 2002 . Fracture energy from indirect tension testing . Proceedings of the Journal of the Association of Asphalt Paving Technologists , 71 : 816 – 827 .
  • MEPDG, 2004. Available from: http://www.trb.org/mepdg/software.htm
  • Momen, M., 2004. Complex modulus determination of asphalt concrete using indirect tension test. Thesis (MS). North Carolina State University
  • Park , S.W. and Kim , Y.R. 1999 . Interconversion between relaxation modulus and creep compliance for viscoelastic solids . Journal of Materials in Civil Engineering , 11 ( 1 ) : 76 – 82 .
  • Roque , R. and Buttlar , W.G. 1992 . The development of a measurement and analysis system to accurately determine asphalt concrete properties using the indirect tensile mode . Proceedings of the Journal of Association of Asphalt Paving Technologist , 65
  • Schapery , R. and Park , S. 1999 . Methods of Interconversion between linear viscoelastic material functions. Part II – an approximate analytical method . International Journal of Solids and Structures , 36
  • Timm , D.H. and Newcomb , D.E. 2003 . Calibration of flexible pavement performance equations , Transportation Research Record, 1853 Washington, DC : Transportation Research Board .
  • Yin , H. , Chehab , G. and Stoffels , S. 2006a . A case study: assessing the sensitivity of the coefficient of thermal contraction of AC mixtures on thermal crack prediction . ASCE , Geotechnical Special Publication, No. 146
  • Yin , H. , Chehab , G. and Stoffels , S. 2006b . “ Sensitivity of thermal cracking prediction to AC mixture properties using the M–E pavement design guide ” . In Proceedings of the 10th International Conference on Asphalt Pavements , Quebec, Canada

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