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International Journal of Pavement Engineering Volume 17, 2016 - Issue 6
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Articles

Impact of dynamic loading on backcalculated stiffness of rigid airfield pavements

Charles CunliffeCivil and Environmental Engineering, Rowan University, 201 Mullica Hill Road, Glassboro, NJ08028, USAView further author information
,
Yusuf A. MehtaCivil and Environmental Engineering, Rowan University, 201 Mullica Hill Road, Glassboro, NJ08028, USACorrespondence[email protected]
View further author information
,
Douglas ClearyCivil and Environmental Engineering, Rowan University, 201 Mullica Hill Road, Glassboro, NJ08028, USAView further author information
,
Ayman AliPost-Doctoral Fellow, Rowan University, 201 Mullica Hill Road, Glassboro, NJ08028, USAView further author information
&
Thomas RedlesCivil and Environmental Engineering, Rowan University, 201 Mullica Hill Road, Glassboro, NJ08028, USAView further author information
Pages 489-502 | Received 11 Nov 2014, Accepted 23 Nov 2014, Published online: 09 Jan 2015

References

  • Blotta, F., Mehta, Y.A., Cleary, D., Cunliffe, C., and Joshi, A., 2012. Evaluation of performance of dowel and transition joints at the National Airport Pavement Testing Facility. Submitted for review for Transportation Research Board 92nd Annual Meeting.
  • Brill, D.R., 2012. Update on CC6. Presented at 2012 Airport Pavement Working GroupAtlantic City: FAA.
  • Brill, D.R., 2012. Personal communication.
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  • Federal Aviation Administration, 2009. Airport pavement design and evaluation, Advisory Circular No. 150/5320-6E.
  • Federal Aviation Administration, 2011. Use of nondestructive testing in the Evaluation of airport pavements. Advisory Circular No. 150/5370-11B.
  • Federal Aviation Administration, 2012. Documents and Downloads page [Online]. Available: http://www.airporttech.tc.faa.gov/naptf/download/BAKFAA/BAKFAA%2020%20Setup20120510.zip [Accessed 25 May 2012].
  • Federal Aviation Administration, 2012. Documents and Downloads page [Online]. Available: http://www.airporttech.tc.faa.gov/naptf/download/BAKFAA/BAKFAA%2020%20Setup20120510.zip [Accessed 25 May 2012].
  • Hammons, M.I., Pittman, D.W., and Mathews, D.D., 1995. Effectiveness of load transfer devices, FAA, U.S. Department of Transportation Publication DOT/FAA/AR-95/80.
  • Hayhoe, G., 2002. LEAF – a new layered elastic computational program for FAA pavement design and evaluation procedures. Presented at FAA Airport Technology Transfer Group.
  • Huang, Y.H., 2004. Pavement analysis and design. Upper Saddle River, NJ: Pearson Education Inc.
  • Innovative Pavement Research Foundation (IPRF), 2010. Report of practical findings: Improved overlay design parameters for concrete airfield pavements – SCI validation.
  • Innovative Pavement Research Foundation (IPRF), 2010. Report of practical findings: improved overlay design parameters for concrete airfield pavements – SCI validation.
  • McQueen, R. and Marsey, W., 2001. Analysis of nondestructive test (NDT) data on flexible pavements acquired at the NAPTF.
  • National Airport Pavement Test Facility, 1999. Federal Aviation Administration [online]. http://www.airporttech.tc.faa.gov/naptf [Accessed 6 June 2011].
  • Romanoschi, S.A. and Metcalf, J.B., 2002. Errors in pavement layer moduli backcalculation due to improper modeling of the layer interface condition TRB 2003 Annual Meeting, Washington, D.C.
  • USDOT-FHWA, 2001. Backcalculation of layer parameters for LTPP Test Sections, Volume I: Slab on elastic solid and slab on dense-liquid foundation analysis of rigid pavements.
  • USDOT-FHWA, 2002. Backcalculation of layer parameters for LTPP Test Sections, Volume II: Layered elastic analysis for flexible and rigid pavements.
  • Yeh, L., 2010. Comparison of matched and mismatched transverse joints of unbonded concrete overlays at the FAA NATPF. Washington, D.C: In Transportation Research Board (TRB) Annual Meeting.

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