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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Page 71
Page 72
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
Page 72
Page 73
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
Page 73
Page 74
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Page 74

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71 REFERENCES AASHTO (1993). Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC. AASHTO (2008). Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice. American Association of State Highway and Transportation Officials, Washington, D.C. Adu-Gyamfi, Y. O., Attoh-Okine, N. O., and A. Y. Ayenu-Prah (2010). “Critical Analysis of Different Hilbert-Huang Algorithms for Pavement Profile Evaluation.” Journal of Computing in Civil Engineering, Vol. 24, No. 6. Ahlvin, R.G. (1991). Origin of Developments for Structural Design of Pavements. Report GL- 91-26. US Army Corps of Engineers, Washington, D.C. Applied Research Associates, Inc. (2004). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final Report, Project 1-37A. National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C. Attoh-Okine, N. O., Ayenu-Prah, A. Y. Jr., and S. A. Mensah (2006). “Application of the Empirical Mode Decomposition to Pavement Profile Analysis.” Proceedings of the GeoCongress 2006, Atlanta, GA, pp. 1-6. American Society of Civil Engineers, Reston, VA. Bhatti, M.A., Barlow, J.A., and J.W. Stoner (1996). “Modeling Damage to Rigid Pavements Caused by Subgrade Pumping,” J. Trans Eng, Vol. 122, No. 1, pp. 12-21. Cervantes, V. and J. Roesler (2009). Performance of Concrete Pavements with Optimized Slab Geometry. Report ICT-09-053, Illinois Center for Transportation, University of Illinois, Urbana, IL. Chia, W.S., McCullough, F., and Burns, N.H. (1986). Field evaluation of subbase friction characteristics. Report No. FHWA/TX-87/36+401-5. Texas State Department of Highways and Public Transportation, Austin, TX. Darter, M.I. (1977). Design of Zero-Maintenance Plain Jointed Concrete Pavement, Vol. I, Development of Design Procedures. Report FHWA-RD-77-111, Federal Highway Administration, Washington, D.C. Darter, M.I., Titus‐Glover, L., Von Quintus, H., Bhattacharya, B. B., and J. Mallela (2014). Calibration and Implementation of the AASHTO Mechanistic‐Empirical Pavement Design Guide in Arizona. Report No. FHWA‐AZ‐14‐606. Arizona Department of Transportation, Phoenix, AZ. De Jong, D. L., M. G. F. Peutz, and A. R. Korswagen (1979). Computer Program BISAR, Layered Systems Under Normal and Tangential Surface Loads. Koninklijke–Shell Laboratorium, Amsterdam, Netherlands. Dempsey, B.J (1982). “Laboratory and Field Studies of Channeling and Pumping.” Transportation Research Record 849. Transportation Research Board, National Research Council, Washington, DC, pp. 1-12. Dong. M., Hayhoe, G. F., and Y.W. Fang (1998). “Runway instrumentation at Denver International Airport: dynamic sensor data processing.” In Frank V. Hermann (ed.), Aircraft/pavement technology: in the midst of change, pp. 363-378. ASCE, New York. Eisenmann, J., and G. Leykauf (1990a). Simplified calculation method of slab curling causedby surface shrinkage. In 2nd International Workshop on Theoretical Design of Concrete

72 Pavements, pages 185–197, Madrid, Spain, October 1990. PIARC Committee on Concrete Roads. Eisenmann, J., and G. Leykauf (1990b). Effect of paving temperatures on pavement performance. In 2nd International Workshop on Theoretical Design of Concrete Pavements, pages 419–428, Madrid, Spain, October 1990. PIARC Committee on Concrete Roads. Federal Aviation Administration (2009). Airport Pavement Design and Evaluation. AC No. 150/5320-6E, Federal Aviation Administration, Washington, DC. Federal Highway Administration (2004). Product Brief: Introducing ProVAL 2.0. Report No. FHWA-HRT-04-154. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. Federal Highway Administration (2004). Product Brief: Introducing ProVAL 2.0. Report No. FHWA-HRT-04-154. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. Federal Highway Administration (2014). Long-Term Pavement Performance (LTPP) Program, Standard Data Release (SDR) version 28.0. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. Fitch, M. (1996). “Bellefontaine, Ohio: Home of America’s Oldest Concrete Pavement,” Summer 1996, Ohio T2 Center, Ohio State University. Franta, D. P. (2012). Computational Analysis of Rigid Pavement Profiles. Master’s Thesis. University Of Minnesota, Minneapolis, MN. Gage, R. B. (1932). “Discussion on Joints in Concrete Pavements,” Proceedings, Highway Research Board, Part I, pp. 137-141. Hayhoe, G. F. (2002). “LEAF—A New Layered Elastic Computational Program for FAA Pavement Design and Evaluation Procedures.” Proceedings of the FAA Technology Transfer Conference, U.S. Department of Transportation, Atlantic City, N.J. Ioannides, A., L. Khazanovich, and J.L. Becque (1992). “Structural Evaluation of Base Layers in Concrete Pavement Systems,” Transportation Research Record 1370. Transportation Research Board, National Research Council, Washington, DC, pp. 20-28. Jiang, J. and M. I. Darter (2005). Structural factors of jointed plain concrete pavements: SPS-2, Initial Evaluation and Analysis. Report No. FHWA-RD-01-16. Federal Highway Administration, McLean, VA. Jung, Y.S., Zollinger, D. G., Won, M., and A. J. Wimsatt (2009). Subbase and Subgrade Perfromance Investigation for Concrete Pavement. Report No. TX-09/0-6037-1. Texas Department of Transportation, Austin, TX. Kannekanti, V., and J. Harvey (2010). Field Calibration of MEPDG JPCP Distress Prediction Models. Report UCPRC-RR-2007-02. Draft Report dated March 31, 2010. Caltrans, Sacramento, CA. Khazanovich, L. (1994). Structural Analysis of Multi-Layered Concrete Pavement Systems. PhD Thesis, University of Illinois, Urbana, IL. Khazanovich, L. and Q. Wang (2007). “MnLayer: High-Performance Layered Elastic Analysis Program.” Rigid and Flexible Pavement Design 2007, Transportation Research Record 2037. Transportation Research Board, National Research Council, Washington, DC, pp. 63-75.

73 Khazanovich, L., and A.M. Ioannides (1994). “Structural Analysis of Unbonded Concrete Overlays Under Wheel and Environmental Loads,” Transportation Research Record: Journal of the Transportation Research Board, no. 1449, pp. 174-181. Khazanovich, L., and Gotlif, A. (2002). “ISLAB2000 Simplified Friction Model,” Paper 02- 3529. Proceedings of the 81st Transportation Research Board Annual Meeting, Transportation Research Board, National Research Council, Washington, DC. Khazanovich, L., Tayabji, S.D., and M.I. Darter (2001). Backcalculation of Layer Parameters for LTPP Test Sections, Volume I. Report No. FHWA-RD-00-0086. Federal Highway Administration, Washington, D.C. Kohler, E. and J.R. Roesler (2006). Accelerated Pavement Testing of Extended Life Continuously Reinforced Concrete Pavement Sections. Project IHR-R32, Illinois Cooperative Highway Research Program. Illinois Department of Transportation, Springfield, IL. Lee, S.W. (2000). “Characteristics of Friction between Concrete Slab and Base,” KSCE Journal of Civil Engineering, Vol. 4, No. 4, pp. 265-275. Li, S., Tian, B., Niu, K., Sun, Z., and Zhou, W. (2013). “Experimental Study on Characteristics of Base Friction for Concrete Pavement Structure in China.” Transportation Research Record 2367, pp. 107–112. Ma, J., and B. F. McCullough. (1977). CRCP-2, An Improved Computer Program for the Analysis of Continuously Reinforced Concrete Pavements. Report FHWA-TX-78-177-9, Federal Highway Administration, Washington, D.C. McCullough, B. F., A. A. Ayyash, W. R. Hudson, and J. P. Randall. (1975). Design of Continuously Reinforced Concrete Pavements for Highways. Research Report 1-15, National Cooperative Highway Research Program, Washington, D.C. Ozer, H., Al-Qadi, I., and Z. Leng (2008). “Fracture-Based Friction Model for Pavement Interface Characterization,” Transportation Research Record 2057. Transportation Research Board, National Research Council, Washington, DC, pp. 54-63. Packard, R. G. (1984). Thickness Design for Concrete Highway and Street Pavements. Portland Cement Association, Skokie, IL. Permanent International Association of Road Congresses (1987). Combating Concrete Pavement Slab Pumping by Interface Drainage and Use of Low-Erodibility Materials: State of the Art and Recommendations. Permanent International Association of Road Congresses, Paris, France. Rao, S. (2005). Characterizing Effective Built-In Curling and Its Effect on Concrete Pavement Cracking. Doctoral Thesis, University of Illinois, Urbana, IL. Rao, S. and J. R. Roesler (2005). “Evaluation of Concrete Slab Settlement Using Accelerated Pavement Testing,” Proceedings of the 84th Transportation Research Board Annual Meeting, Washington, D.C., January 9-13, 2005. Rasmussen, R.O., and Rozycki, D.K. (2001). “Characterization and Modeling of Axial Slab- Support Restraint,” Transportation Research Record 1778, pp. 26-32. Rufino, D, Roesler, J., and E. Barenberg (2004). Mechanistic analysis of pavement responses from Denver International Airport. FAA Center of Excellence Airport Technology Report No. 26, Department of Civil Engineering, University of Illinois at Urbana- Champaign, Urbana, IL, USA. Ruiz, J.M., Rasmussen, R.O, Chang, G.K., Dick, J.C, Nelson, P.K., Schindler, A.K., Turner, D.J., and Wilde, W.J. (2005). Computer-Based Guidelines for Concrete Pavements

74 Volume III—Technical Appendices. Report No. FHWA-HRT-04-127. Federal Highway Administration, McLean, VA. Sachs, S., Vandenbossche, J., and M. Snyder (2014). Developing Recalibrated Concrete Pavement Performance Models for the Mechanistic-Empirical Pavement Design, NCHRP Project 20-07(327). National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C. Springenschmid, R. and W. Fleischer (2001). Recent developments in the design and construction of concrete pavements for german expressways (autobahns). In 7nd International Conference of Concrete Pavements, Orlando, FL, September 2001. Purdue University. Suh, Y.C., Lee, S.W., and Kang, M.S. (2004). “Evaluation of Subbase Friction for Typical Korean Concrete Pavement,” Transportation Research Record 1809, pp. 66-73. Tabatabaie, A.M, Barenberg, E.J., and Smith, R.E. 1979. Longitudinal Joint Systems in Slip- Formed Rigid Pavements, Vol. II. Report No. DOT/FAA/RD-79/4, II, U.S. Department of Transportation, Federal Aviation Administration, Washington, D.C. Tarr, S.M, Okamoto, P.A., Sheehan, M.J. and Packard, R.G. (1999). “Bond Interaction between Concrete Pavement and Lean Concrete Base,” Transportation Research Record 1668, pp. 9-17. Tia, M., Wu, C. L., Tapia, P., and W. Kumara (2007). Evaluation of Feasibility of Using Composite Pavements in Florida by Means of HVS Testing. Report 4910-4504-031. Florida Department of Transportation, Tallahassee, FL. U.S. Army Corps of Engineers (1992). Pavement Design for Roads, Streets, Walks, and Open Storage Areas. TM 5-822-5/AFM 88-7, Headquarters, Department of the Army and Air Force, Washington, D.C. Uzan, J. (1994). “Advanced Backcalculation Techniques.” Proc., 2nd International Symposium on NDT of Pavements and Backcalculation of Moduli. ASTM Special Technical Publications No. 1198, Philadelphia, Pa., pp. 3–37. Wimsatt, A.J., McCullough, F., and Burns, N.H. (1987). Methods of analyzing and factors influencing frictional effects of subbases. Report No. FHWA/TX-88+459-2F. Texas State Department of Highways and Public Transportation, Austin, TX. Wood, S. L. (1992). Evaluation of the Long-Term Properties of Concrete, Research and Development Bulletin RD102T, Portland Cement Association, Skokie, Illinois. Yu, H.T., L. Khazanovich, 2001. “Effects of Construction Curling on Concrete Pavement Behavior,” Proceedings, 7th International Conference on Concrete Pavements, Orlando, Florida, Vol.1, pp.55-67. Yu, H.T., L. Khazanovich, M. I. Darter, and A. Ardani (1998). “Analysis of Concrete Pavement Responses to Temperature and Wheel Loads Measured from Instrumented Slabs,” Transportation Research Record 1639, Transportation Research Board, pp. 94-101. Yu, T., Khazanovich, L., and M.I. Darter (2004). “Consideration of JPCP Curling and Warping in the 2002 Design Guide,” Proceedings of the 83rd Annual Meeting of the Transportation Research Board, Washington, D.C., January 11-15, 2004. Zhang, J. and Li, V.C. (2001). “Influence of supporting base characteristics on shrinkage- induced stresses in concrete pavements” ASCE Journal of Transportation Engineering, Vol. 127, No. 6, pp. 455-462.

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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 236: Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures develops mechanistic-empirical (M-E) models (and software) to consider the interaction between the concrete slab and base layer and its effect on pavement performance. The current American Association of State Highway and Transportation Officials (AASHTO) M-E design procedure incorporates a slab-base interface model that allows either a fully bonded or fully unbonded interface condition.

The Software for Modified Models can be used to analyze existing AASHTO M-E projects to determine the effect of slab-base interaction on pavement performance.

This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences, Engineering, and Medicine or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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