Characterization of NAPTF subgrade soils for mechanistic-based analysis and design of airport flexible pavements

References

• Akram , T. , Scullion , T. and Smith , R.E. 1994 . “ Comparing laboratory and backcalculated layer moduli on instrumented pavement sections ” . In Nondestructive Testing of Pavement and Backcalculation of Moduli , 1198 West Conshohocken, PA : ASTM STP .
   Google Scholar
• Anderson , D.G. and Woods , R.D. 1975 . “ Comparison of field and laboratory shear modulus ” . In Proceedings of the Conference on in situ Measurements of Soil Properties , Raleigh, NC : ASCE .
   Google Scholar
• Asphalt Institute . 1987 . Thickness Design—Asphalt Pavements for Air Carrier Airports , 3rd ed. , College Park, MD : Asphalt Institute . Manual Series No. 11
   Google Scholar
• Barker, W.R. and Brabston, W.N., Development of a structural design procedure for flexible airport pavements, Technical Report S-75-17, final report, 1975 (Soils and pavements laboratory, US army engineer waterways experiment station, Vicksburg, MS).
   Google Scholar
• Bejarano, M. and Thompson, M.R., Subgrade soil evaluation for the design of airport flexible pavements, final report, COE report No. 8, University of Illinois, Urbana-Champaign, IL, 1999.
   Google Scholar
• Black , W.P.M. 1961 . The calculation of laboratory and in situ values of California bearing ratio from bearing capacity data . Geotechnique , 11 : 14 – 21 .
   Google Scholar
• Brown , S.F. and Pappin , J.W. 1981 . Analysis of Pavements with Granular Bases , 17 – 23 . Washington, DC : TRB, National Research Council . Transportation Research Record No. 810
   Google Scholar
• Crovetti, J.A., Comprehensive subgrade deflection acceptance criteria—executive summary, Report Number WI/SPR-05-02, Wisconsin Department of Transportation Madison, WI, 2002.
   Google Scholar
• Daleiden , J.F. , Killingsworth , B.M. , Simpson , A.L. and Zamora , R.A. 1994 . Analysis of Procedures for Establishing in situ Subgrade Moduli , Washington, DC : TRB, National Research Council . Transportation Research Record No. 1462
   Google Scholar
• Drumm , E.C. , Boateng-Poku , Y. and Johnson , P.T. 1990 . Estimation of subgrade resilient modulus from standard tests . J. Geotech. Eng. , 116 ( 5 ) : 774 – 789 .
   Google Scholar
• Duncan, J.M. and Buchigani, A.L., An engineering manual for settlement studies, Geotechnical report of civil engineering department, University of California Berkeley, CA, 1976.
   Google Scholar
• FAA . 1995 . FAA Advisory Circular AC-150/5320-16: Airport Pavement Design for the Boeing 777 Airplane , Maryland : Federal aviation administration, US Department of transportation .
   Google Scholar
• Fredlund , D.G. , Bergan , A.T. and Wong , P.K. 1977 . Relation between Resilient Modulus and Stress Conditions for Cohesive Subgrade Soils , 73 – 81 . Washington, DC : TRB, National Research Council . Transportation Research Record No. 642
   Google Scholar
• Garg, N., Posttrafficking testing at the national airport pavement test facility: test item MFC, Report No. DOT/FAA/AR-TN01/49, 2001, US Department of Transportation, Federal Aviation Administration, NJ, 2001.
   Google Scholar
• Gopalakrishnan, K., Performance analysis of airport flexible pavement subjected to new generation aircraft, Ph.D. Dissertation, University of Illinois, Urbana-Champaign, December, 2004.
   Google Scholar
• Green, J.L. and Hall, J.W., Jr. Nondestructive vibratory testing of airport pavements, Report No. FAA-RD-73-205, volume 1, September NTIS, Washington DC, 1975.
   Google Scholar
• Hayhoe, G.F. and Garg, N., Material properties database for the test pavements at the National Airport Pavement Test Facility (NAPTF), Report, 2001, Airport Technology Research and Development Branch, Federal Aviation Administration, NJ, 2001.
   Google Scholar
• Hayhoe , G.H. 2002 . “ LEAF—a new layered elastic computational program for FAA pavement design and evaluation procedures ” . In Proceedings of the Federal Aviation Administration Technology Transfer Conference Chicago, IL
   Google Scholar
• Heukelom , W. and Klomp , A.J.G. 1962 . “ Dynamic Testing as a means of controlling pavements during and after construction ” . In Proceedings of the First international Conference on Structural Design of asphalt Pavements , Ann Arbor : University of Michigan .
   Google Scholar
• LTPP Protocol P46 . 1996 . “ Resilient modulus of unbound granular base/subbase materials and subgrade soils ” . In Long-Term Pavement Performance , McLean, VA : FHWA, US Department of Transportation .
   Google Scholar
• Loach, S.C., Repeated loading of fine grained soils for pavement design, Ph.D. thesis, University of Nottingham, Nottingham, UK, 1987.
   Google Scholar
• McQueen , R.D. , Marsey , W. and Arze , J.M. 2001 . “ Analysis of nondestructive data on flexible pavement acquired at the National Airport Pavement Test Facility ” . In Proceedings of the 2001 Airfield Pavement Specialty Conference , Chicago, IL : ASCE .
   Google Scholar
• Monismith , C.L. 1989 . “ Resilient modulus testing: interpretation of laboratory results for design purposes ” . In Proceedings of the Workshop on Resilient Modulus Testing , Corvallis, OR : Oregon State University .
   Google Scholar
• Moossazadeh , J. and Witczak , M.W. 1981 . Prediction of Subgrade Moduli for Soil that Exhibits Nonlinear Behavior , 9 – 17 . Washington, DC : TRB, National Research Council . Transportation Research Record No. 810
   Google Scholar
• Nazarian, S., Rojas, J., Pezo, R., Yuan, D. and Abdallah, I., Relating laboratory and field moduli of Texas base materials, Transportation Research Record No. 1639 1998 (TRB, National Research Council, Washington, DC).
   Google Scholar
• Newcomb , D.E. , Lee , S.W. , Mahoney , J.P. and Jackson , N.C. 1989 . “ The use of falling weight deflectometer data in monitoring flexible pavement systems ” . In Nondestructive Testing of Pavements and Backcalculation of Moduli , 470 – 486 . Baltimore, Maryland : ASTM STP 1026 .
   Google Scholar
• NCHRP, Calibrated mechanistic structural analysis procedures for pavements—phase 2, volume 1—final report and volume 2—appendices, NCHRP project 1–2, 1992 (TRB, National Research Council: Washington, DC).
   Google Scholar
• NCHRP, Guide for mechanistic-empirical design of new and rehabilitated pavement structures, Final Report, NCHRP project 1–37A 2004 (TRB, National Research Council, Washington, DC. 2004.
   Google Scholar
• Newcomb , D.E. and Birgisson , B. 1999 . Measuring in situ Mechanical Properties of Pavement Subgrade Soils , Washington, DC : TRB, National Research Council . NCHRP Synthesis of Highway Practice 278
   Google Scholar
• Powell, W.D., Potter, J.F., Mayhew, H.C. and Nunn, M.E., The structural design of bituminous pavements, TRRL laboratory report No. 1132, Transport and Road Research Laboratory, UK, 1984.
   Google Scholar
• Puppala , A.J. and Mohammad , L.N. 1997 . “ A regression model for better characterization of resilient properties of subgrade soils ” . In Proceedings of the 8th international Conference on asphalt Pavements Seattle WA
   Google Scholar
• Raad , L. and Figueroa , J.L. 1980 . Load response of transportation support systems . Transport. Eng. J. ASCE , 106 ( TE1 ) : 111 – 128 .
   Google Scholar
• Robnett, Q.L. and Thompson, M.R., Resilient properties of subgrade soils—phase 1—development of testing procedure: interim report, Illinois Cooperative Highway Research Program Series No. 139 University of Illinois, Urbana-Champaign, IL, 1973.
   Google Scholar
• Sebaaly , B.E. , Mamlouk , M.S. and Davies , T.G. 1986 . Dynamic analysis of Falling Weight Deflectometer Data , Washington, DC : TRB, National Research Council . Transportation Research Record No. 1070
   Google Scholar
• Seeds , S.B. , Alavi , S.H. , Ott , W.C. , Mikhail , M. and Mactutis , J.A. 2000 . “ Evaluation of laboratory determined and nondestructive test based resilient modulus values from WesTrack experiment ” . In Nondestructive Testing of Pavements and Backcalculation of Moduli , Baltimore, MD : ASTM STP 1375 .
   Google Scholar
• Thompson , M.R. and Elliot , R.P. 1985 . ILLI-PAVE Based Response Algorithms for Design of Conventional Flexible Pavements , 50 – 57 . Washington, DC : National Research Council . Transportation Research Record No. 1043
   Google Scholar
• Thompson , M.R. and Robnett , Q.L. 1979 . Resilient properties of subgrade soils . Transport. Eng. J. ASCE , 105 ( TE1 ) : 71 – 89 .
   Google Scholar
• Thompson, M.R., Tutumluer, E. and Bejarano, M., Granular material and soil moduli—review of the literature, Final Report, Center of Excellence for airport pavement research COE report no. 1, University of Illinois, Urbana-Champaign, 1998.
   Google Scholar
• Uzan , J. 1985 . Characterization of Granular Materials , Washington, DC : TRB, National Research Council . Transportation Research Record No. 1022
   Google Scholar
• Von Quintus , H.L. and Killingsworth , B.M. 1998 . “ Comparison of laboratory and in situ determined elastic layer moduli ” . In Proceedings, 76th annual Meeting of the TRB (CD-ROM) , Washington, DC : TRB, National Research Council .
   Google Scholar
• Webb , W.M. and Campbell , B.E. 1986 . Preliminary Investigation into Resilient Modulus Testing for New AASHTO Pavement Design Guide , Atlanta, GA : Office of materials and research, Georgia Department of Transportation .
   Google Scholar
• Witczak, M.W. and Uzan, J., The universal airport pavement design system, Report I of IV : Granular material characterization, Department of Civil Engineering, University of Maryland, College Park, MD, 1988.
   Google Scholar