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REPORT
This report is an archived publication and may contain dated technical, contact, and link information
Publication Number: FHWA-HRT-12-072
Date: May 2013

 

Smart Pavement Monitoring System

REFERENCES

  1. Wen, Y., Chen, Y., Li, P., Jiang, D., and Guo, H. (2007). "Smart Concrete with Embedded Piezoelectric Devices: Implementation and Characterization," Journal of Intelligent Material Systems and Structures, 18(3), 265–274.

  2. Fowler, D.W. (1996). "Selection of Bonding Materials for Piezoelectric Sensors," Proceedings of the National Traffic Data Acquisition Conference, 2, 488, Albuquerque, NM.

  3. Hornyak, N.J., Crovetti, J.A., Newman, D.E., and Schabelski, J.P. (2007). Perpetual Pavement Instrumentation for the Marquette Interchange Project-Phase 1, Transportation Research Center, Marquette University, Milwaukee, WI.

  4. Roesler, J.R., Scheffy, C.W., Ali, A., and Bush, D. (2000). Construction, Instrumentation, and Testing of Fast-Setting Hydraulic Cement Concrete in Palmdale California, Institute of Transportation Studies, University of California-Berkeley, Berkeley, CA.

  5. Timm, D.H., Voller, V.R., Lee, E-B, and Harvey, J. (2001)."Calcool: A Multi-Layer Asphalt Pavement Cooling Tool for Temperature Prediction During Construction," The International Journal of Pavement Engineering, 2, 169–185.

  6. Shah, S.P., Swartz, S.E., and Ouyang, C. (1995). Fracture Mechanics of Concrete: Applications of Fracture Mechanics to Concrete, Rock, and Other Quasi-Brittle Materials, Wiley, New York, NY.

  7. Subramaniam, V.K., Edward, F.O., John, S.P., and Surendra, P.S. (2000). "Crack Propagation in Flexural Fatigue of Concrete," Journal of Engineering Mechanics, 126(9), 891–898.

  8. Al-Qadi, I.L. and Walid, N.N. (2003). "Fatigue Shift Factors to Predict HMA Performance,", International Journal of Pavement Engineering 4(2), 69–76.

  9. Wu, R. and Harvey, J.T. (2008). "Evaluation of the Effect of Wander on Rutting Performance in HVS Tests," Proceedings of the 3d International Conference on Accelerated Pavement Testing, Madrid, Spain.

  10. Castell, M.A., Ingraffea, A.R., and Irwin, L.H. (2000). "Fatigue Crack Growth in Pavements," Journal of Transportation Engineering, 126(4), 283–290.

  11. Timm, D. and Priest, A. (2005). Wheel Wander at the NCAT Test Track, NCAT Report 05-02, National Center for Asphalt Technology, Auburn University, Auburn, AL.

  12. Chabot, A., Chupin, O., Deloffre, L., and Duhamel, D. (2010). "Viscoroute 2.0: A Tool for the Simulation of Moving Load Effects on Asphalt Pavement," RMPD Special Issue on Recent Advances in Numerical Simulation of Pavements, 11(2), 227–250.

  13. Huet, C. (1963). Etude Par Une Méthode d'Impédance Du Comportement Viscoélastique Des Matériaux Hydrocarbons, Ph.D. dissertation, Université de Paris, Paris, France.

  14. Huet, C. (1999). "Coupled Size and Boundary-Condition Effects in Viscoelastic Heterogeneous and Composite Bodies," Mechanics of Materials, 31, 787–829.

  15. Sayegh, G. (1995). Contribution à l'étude Des Propriétés Viscoélastiques Des Bitumes Purs Et Des Bétons Bitumineux, Ph.D. dissertation, Faculté des Sciences de Paris, Paris, France.

  16. Nilsson, R.N., Hopman, P.C., and Isacsson, U. (2002)."Influence of Different Rheological Models on Predicted Pavement Responses in Flexible Pavements," Road Materials and Pavement Design, 3(2), 117–147.

  17. Chatti, K., Manik, A., Brake, N., Salama, H., and Haider, S.W. (2010). Effect of Michigan Multi-Axle Trucks on Pavement Distress, Report No. RC-1504, Michigan Department of Transportation, Lansing, MI.

  18. Violina, B. (2005). "RFID System Components and Costs," RFID Journal. Obtained from: http://www.rfidjournal.com/article/view/1336.

 


The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
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