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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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Suggested Citation:"References." Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. doi: 10.17226/6353.
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REFERENCES "The AASHTO Road Test", (1962), Report 6, Highway Research Board, Special Report 61F, National Research Council, Publication 955. 2. Barksdale, R.D., (1971), "Compressive Stress Pulse Times in Flexible Pavements for use in Dynamic Testing", Highway Research Record 345, Highway Research Board. 3. Monismith, C.~., (1989), "Resilient Modulus Testing: Interpretation of Laboratory Results for Design Purposes", Proceedings of the Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. Uzan, I., (1985), "Characterization of Granular Materials", TRB, No. 1022, Symposium on Mechanics of Granular Materials, pp. 52-59. 5. Duncan, EM., and Seed, R.B., (1986), "Compaction-Induced Earth Pressures Under Ko Conditions", ASCE, Vol. 112, No. 1, January, pp. 1-23. 6. Allen, I.~. and Thompson, M.R., (19743, "Resilient Response of Granular Materials Subjected to Time-Dependent Lateral Stresses", Transportation Research Board, TRR No. 510, pp. 1-13. Selig, E.T., (1987), "Tensile Zone Effects on Performance of Layered Systems", Geotechnique, Vol. 37, No. 3, pp. 247-254. 8. Nijboer, L.W. (1957), "Einige Betrachtungen uber das MarshalIverfabren zur Untersuchung bituminoser Massen", St4asse und Autobahn S. 9. Heukelom W. and Klomp, A.~.G. (1964), Road Design and Dynamic Loading", Proceedings, Association of Asphalt Paving Technologists, Vol. 33. 10. McLeod, N.W. (1967), "The Asphalt Institute's Layer Equivalency Program", Asphalt Institute, College Park, MD, Res. Series 15. Van der Poet, C. (1954), "A General System Describing He Visco-Elastic Properties of Bitumens and Its Relation to Routine Test Data", KoninklijkeJShell Laboratorium, Amsterdam, Shell Biitumen Rept. 9. 12. CIaessen, A.~.M. and others (1977), Asphalt Pavement Design: The Shell Method", Proceedings, 4th International Conference on He Structure Design of Asphalt Pavements, University of Michigan, Ann Arbor. 13. Kallas, B.F., and Shook, ].F. (1969), "Factors Influencing Dynamic Modulus of Asphalt Concrete", Proceedings, Association of Asphalt Paving Technologists, Vol. 38. 286

14. Witczak, M.W. (1978), "Development of Regression Mode! for Asphalt Concrete Modulus for Use in MS-! Study", Research Report, University of Maryland, College Park. 15. 16. Miller, I.S., Uzan, I., and Witczak, M.W. (1983), UModification of the Asphalt Institute Bituminous Mix Modulus Predictive Equation", Transportation Research Record 91 I, Transportation Research Board. Monismith, C.~. (1989), "Resilient Modulus Testing: Interpretation of Laboratory Results for Design Purposes", Proceedings of He Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. 17. Wallace, K. and Monismith, Cab. (1980), ~Diametral Modulus Testing on Nonlinear Pavement Materials", Proceedings, Association of Asphalt Paving Technologists, Vol. 49, Louisville, Kentucky. I8. DehIen, G.~. (1969), The effect of Nonlinear Material Response on the Behavior of Pavements Subjected to Traffic Loads~, Ph.D. Dissertation, University of California at Berkeley, CA. 19. 20. Tangella, S.C.S.R., Craus, I., Deacon, I.A., and Monismith, C.~. (1990), "Summary Report on Fatigue Response of Asphalt MLxturesn, TM-UCB-A 003A-89-3, Prepared for Strategic Highway Research Program Project A 003-A, University of California at Berkeley, California. Goetz, W.H. and Schaub, I.H. (1959), UTriaxial Testing of Bituminous Mixtures", Bituminous Paving Materials - ASTM STP 252, American Society for Testing and Materials, Philadelphia, PA. 21. Kennedy, T.W. and Hudson, W.R. (196X), UApplication of Indirect Tensile Test to Stabilized Materials", Annual Highway Research Board Meeting, ~968. 22. 23. 24. 25. 26. Von Quintus, H.~., Scherocman, I., and Hughes, C. (1989), UAsphalt-Aggregate Mixture Analysis System: Philosophy of the Concepts, Asphalt Concrete Mix Design: Development of More Rational Approaches, ASTM STP 1041, W. Gartner, Jr., Ed., American Society for Testing and Materials, Philadelphia, PA. Schmidt, R.~. (1972), HA Practical Method for Measuring the Resilient Modulus of Asphalt Treated Mixes", Highway Research Record 404, Highway Research Board. Baladi, G.Y. and Harichandran, R.S. (1989), Asphalt Mix Design and the Indirect Test: A New Horizon", Asphalt Concrete Mix Design: Development of More Rational Approaches, ASTM STP 1041, W. Gartner, Ir., Ed., American Society for Testing and Materials, Philadelphia, PA. Kennedy, T.W. (1977), Characterization of Asphalt Pavement Materials Using He indirect Tensile Test", Proceedings, Association of Asphalt Paving Technologists, Vol. 46, San Antonio, Texas. Fairhurst, C.E., Kim, Y.R., and Khosla, N.P. (1990), "Resilient Modulus Testing of Asphalt Specimens in Accordance with ASTM D 4123-82", Proceedings, RILEM Fourth International Symposium, Budapest, Hungary, October. 287

27. SHRP Protocol P07, Resilient Modulus of Asphalt Concrete" (1992), Long Term Pavement Performance Program Directive M-l, November I, 1992. 28. Rogue, R. and Ocular, W.G. (1992), UThe Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties using the Indirect Tensile Modes, Draft for Association of Asphalt Paving Technologists, Annual Meeting, Charleston, South Carolina. 29. Bonnaure, F.P., Huibers, ASH and Boonders, A. (1982), HA Laboratory Investigation of the Influence of Rest Periods on the Fatigue Characteristics of Bituminous Mixes", Proceedings, Association of Asphalt Paving Technologists, Vol. 5l, Kansas City, Missouri. 30. Terrel, R.~., Awad, I.S., and Foss, L.R. (1974), Techniques for Characterizing Bituminous Materials using a Versatile Triaxial Testing System", ASTM STP No. 561, American Society for Testing and Materials, Philadelphia, PA. 3 ~ . Cochran, G.R. (1989), Minnesota Deparunent of Transportation Experience with Laboratory MR Testing", Proceedings of the Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. 32. Vinson, T.S. (1989), "Fundamentals of Resilient Modulus Testing", Proceedings of the Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. 33. McGee, N. (1989), "Laboratory MR Investigation of 2331 Mix", Proceedings of the Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. 34. Shah, K.A. (1993), "Laboratory Determination of Resilient Modulus of Asphalt Concrete", M.S. Thesis, Department of Civil Engineering, Norm Carolina State University, May. 35. Huang, Y.H. (1993), Pavement Analysis and Design, Prentice Hall, New Jersey, p. 317-318. 36. Seed, H.B., and H.W.N. Fead, (1959), "Apparatus for Repeated Loading Tests on Soils", American Society for Testing Materials, STP No. 254, Philadelphia, pp. 78-87. 37. Terrel, R.~., Awad, I.S., and Foss, L.R., (1974), "Techniques for Characterizing Bituminous Materials using a Versatile Triaxial Testing Systems, Fatigue and Dynamic Testing of Bituminous Mixtures, ASTM STP No. 561, American Society for Testing and Materials, Philadelphia, PA. 38. Barksdale, R.D., (1972), "Laboratory Evaluation of Rutting in Base Course Materialsn, Proceedings of the Third International Conference on He Strucuural Design of Asphalt Pavements", London, England, Vol. I, pp. 161-174. 39. Bishop, A.W., and Wesley, L.D., (1975), "A Hydraulic Triaxial Apparatus for Controlled Stress Pam Testing", Geotechnique, Vol. 25, No. 4, pp. 657~70. 40. Woods, R.D. (1978), "Measurement of Dynamic Soil Properties", Proceedings, ASCE Geotechnical Engineering Division Specialty Conference, Earthquake Engineering and Soil Dynamics, Pasadena, CA., June. 288

McDonald, L.M., and Raymond, G.P., (1984), "Repetitive Load Testing: Reversal or Rotation", Canadian Geotechnical journal, Vol. 2l, pp. 456474. 42. Ansell, P., and Brown, S.F., (1975), ~ The Effect of Cyclic Shear Stresses on Granular Material", Research Report Submitted to British Rail and Transportation Research and Road Laboratory (TRLL), University of Nottingham. 43. Arthur, I.R.F., Bekenste~n, S., Germaine, I.T., and Ladd, C.C., (1981), "Stress Path Tests with Controlled Rotation of Principal Stress Directions", Laboratory Shear Strength of Soil, ASTM STP 740, pp. 516-540. 44. Thom, N.H. and Dawson, A.R., (1989), "The Permanent Deformation of a Granular Material Modelled Using Hollow Cylinder Testing", Transportation Research Board, Paper presented at He 6Sth Annual Meeting, Washington, D.C. 45. lamiolkowski, M., Ladd, C.C., Germaine, I.T., and Lancellotta, R., (1985), "New Development in Field and Laboratory Testing of Soils", Proceedings, Il~ International Conference on Soil Mechanics and Foundation Engineering, Vol. I, San Francisco, pp. 57-154. 46. May, R.W., and Witczak, M.W., (1981), "Effective Granular Modulus to Mode! Pavement Responses", Transportation Research Board, Transportation Research Record No. 810, Washington, D.C., pp. I-9. 47. Elliot, R.P., and David. L., (1989), "Improved Characterization Mode] for Granular Bases", TRB, Record No. 1227, pp. 128-133. 48. Brown, S.F., and Pappin, ].W., (1981), "Analysis of Pavements with Granular Materials", In Transportation Research Board Record 810, TRB, National Research Council, Washington, D.C., pp. 23-33. 49. Witczak, M.W., and Uzan, I., (1988), "The Universal Airport Pavement Design System, Report ~ of IV: Granular Material Characterization", University of Maryland. 50. Pezo, R.F., (1993), "A General Method of Reporting Resilient Modulus Tests of Soils, A Pavement Engineer's Point of View", Paper presented at 72nd Annual Transportation Research Board Meeting, January. 51. Itani, S.Y., and Barksdale, R.D., (1990), "Evaluation of Resilient and Rutting Characteristics of Selected Materials", Research Project E20~35, Final Report, Georgia Institute of Technology. 52. Boyce, I.R., (1976), "The Behavior of a Granular Material under Repeated Load", Ph.D. Thesis, University of Nottingham. 53. louve, P., Martinez, I., Paute, A , and Ragneau, E., (1987), "Rational Mode! for He Flexible Pavement Defonnations", International Conference on the Structural Design of Asphalt Pavements. 54. Thom, N.H., (1988), "Design of Road Foundations", Ph.D. Thesis, University of Nottingham, Nottingham, England. 289

55. Crockford, W.W., Bendana, L.J., Yang, W.S., Rhee, S.K., and Senadheera, S.P., (1990), "Modeling Stress and Strain States in Pavement Structures Incorporating Thick Granular Layers", The Texas Transportation Institute, College Station, Texas. 56. Elliott, R.P., and Thompson, M.R., (1985), "Mechanistic Design Concepts for Conventional Flexible Pavements", Civil Engineering Studies, Transportation Engineering Series No. 42, University of Illinois at Urbana-Champaign. 57. Li, D., and Selig, E.T., (1994), "Resilient Modulus for Fine-Grained Subgrade Soils"? Journal of Geotechnical Engineering, Proceedings of ASCE, Vol. 120, No. 6, June, pp. 939-957. 58. Brown, S.F., (1979), "The Characterization of Cohesive Soils for Flexible Pavement Design", Proceedings, 7th European Conference on Soil Mechanics and Foundation Engineering, Vol. 2, pp. 15-22. 59. Brown, S.F., Louch, S.C., and O'Reilly, M.P., (1987), "Repeated Loaded Loading of Fine Grained Soils", TRRL Contractors Report, CR72, School of Civil Engineering, University of Nottingham, Nottingham, England. 60. Thompson, M.R., and Robnett, Ah., (1979), "Resilient Properties of Subgrade Soils", Transportation Engineering Journal, January, pp. 71-89. 61. Brown, S.F., and Hyde, A.F.~., (1975), "Significance of Cyclic Confining Stress in Repeated Load Triaxial Testing of Granular Material", Transportation Research Board, Transportation Research Record No. 537, Washington, D.C., pp. 49-58. 62. Khedr, S., (1985), "Deformation Characteristics of Granular Base", Transportation Research Board, Transportation Research Record 1043, pp. 131-138. 63. Shakel, B., (1973), "Changes in Soil Suction in a Sand-Clay Subject to Repeated Triaxial Loading", Highway Research Board, Highway Research Record No. 429, pp. 29-39. 64. Sweere, G.T.H., (1990), Unbound Granular Bases for Roads", Ph.D. Thesis, Technical University of Delft, Delft, Netherlands, September. 65. SHRP, (1989), "Resilient Modulus of Unbound Granular Base/Subbase Materials and Subgrade Soils", Proto co! P46, Strategic Highway Research Program, Federal Highway Administration (formerly Transportation Research Board), Washington, D.C., November. 66. Rowe, P.W., and garden, L., (19463, "Importance of Free Ends in Triaxial Testing", ASCE, Vol. 90, SMI. 67. Morgan, I.R., (19663, "The Response of Granular Materials to Repeated Loading", Proceedings, Third Conference, Australian Road Research Board, Sydney, pp. ~ 178-! 192. 68. Clayton, C.R.~., and Khatrush, S.A. (1987), "A New Device for Measuring Local Axial Strains on Triaxial Specimens, Geotechnique, Vol. 36, No. 4, p. 593-597. 290

69. Filho, Costa L. de M., (1985), "Measurement of Axial Strains in Triaxial Tests on London Clay", Geotechnical Testing Journal, Vol. 8, No. 1, March, pp. 3-13. 70. Burland, J.B., and Symes, M., (1982), "A Simple Axial Displacement Gauge for Use in the Triaxial Apparatus", Geotechnique, Vol. 32, No. 1, pp. 62~5. 71. Baldi, G., Hight, D.W., and Thomas, G.E., (1988), "A Re-evaluation of Conventional Triaxial Test Methods", Advanced Triaxial Testing of Soil and Rock, ASTM STP 9777, Robert T. Donoghe, Ronald C. Chaney, and Marshall L. Silver, Eds., American Society of Testing and Materials, Philadelphia, pp. 219-263. 72. Pezo, R.F., Claros, F., et al., (1992), "Development of a Reliable Resilient Modulus Test for Subgrade and Nongranular Subbase Materials for Use in Routine Pavement Design", University of Texas at Austin. 73. Pezo, R.F., Kim, D-S., Stokoe, K.H., and Hudson, W.R., (1991), "Developing a Reliable Resilient Modulus Testing System", Paper prepared for presentation at the Transportation Research Board Annual Meeting. 74. Thompson, M.R., and Smith, Kid., (1990), "Repeated Triaxial Characterization of Granular Materials", Transportation Research Board, Paper prepared for He 69th Annual Meeting, Washington, D.C. Thompson, M.R., (1989), "Factors Affecting the Resilient Moduli of Soils and Granular Materials", Proceedings of the Workshop on Resilient Modulus Testing, Oregon State University, Corvallis, Oregon. 76. Black, B.K., and Lee, K.~., (1973), "Saturating Laboratory Samples by Back Pressure", Journal of the Soil Mechanics and Foundations Division, Proceedings of ASCE, Vol. 99, No. SMI, January, pp. 76-93. 77. ASTM, (1992), "Standard Practice for Conducting and InterIaboratory Study to Determine the Precision of a Test", Designation E691-92, American Society for Testing and Materials. 78. Palmer, K., (1993), "Modeling of Resilient Modulus Test Results a, School of Industrial and Systems Engineering, Georgia Institute of Technology, Atlanta, GA, August. 79. Kalcheff, I.V., and Hicks, R.G., (1973), "A Test Procedure for Determining He Resilient Properties of Granular Materials", Journal of Testing Evaluation, JTEVA, Vol. 1, No. 6, pp. 472 479. 80. Kim, Dong-Soo, and Drabbk~n, S., (1994), "Accuracy Improvement of External Resilient Modulus Measurements Using Specimen Grouting to End Platens", Transportation Research Record 1462, pp. 65-71. 81. Barksdale, R.D., and Itani, S.Y., "Influencing of Aggregate Shape on Base Behavior" Transportation Research Board, Record No. 1227, pp. 173-182. 291

82. Casagrande, A. and Hirschfeld, R.C., (1962), "Second Progress Report on Investigation of Stress Deformation and Strength Characteristics of Compacted CIays~, Harvard University. 83. Seed, H.B., Chan, C.K., and Lee, C.E., (1962), "Resilience Characteristics of Subgrade Soils and Their Relation to Fatigue Failures in Asphalt Pavements", Proceedings International Conference on Structural Design of Asphalt Pavement, University of Michigan, pp. 61 I~36. 84. Elfino, M.K., and Davidson, A , (1989), "Modeling Field Moisture in Resilient Moduli Testings, Proceedings, American Society of Civil Engineers. 85. Thompson, M.R., (1992), "Calibrated Mechanistic Structural Analysis Procedures for Pavements, Appendix C5, Granular Material and Subgrade Soil Moduli", Vol. I, Final Report, NCHRP I-26, December. 86. Mohammad, L.N., Puppala, A., and Alavilli, P., (1994), "Influence of Testing Procedure and EVDT Location on Resilient Modulus of Soils", Transportation Research Record 1462, Transportation Research Board, pp. 91-101. 87. Robnett, Q.~., and Thompson, M.R., (1973), "Interim Report: Resilient Properties of Subgrade Soils, Phase I, Development of Testing Procedure", Transportation Research Laboratory, Department of Civil Engineering, University of Illinois. 88. Lambe, T.W., (1962), "Soil Stabilization", Foundation Engineering, Leonards, Ed., McGraw Hill, New York, pp. 354-363. 89. Lambe, T.W., (1958), "The Engineering Behavior of Compacted Clay", Journal of He Soil Mechanics and Foundations Division, Proceedings of ASCE, Vol. 84, No. SM2. 90. Monismith, C.~., (1990), Asphalt Concrete Analytically Based Pavement Design", H. Bolton Seed; Memorial Symposium Proceedings, May, pp. 171-217. 91. Seed, H.B., and Chan, C.K., (1959), "Compacted Clay; Undrained Strength After Soakings, Journal of the Soil Mechanics and Foundations Division, Proceedings of ASCE, Vol. 85. 92. Hicks, R.G., (19703, "Factors Influencing the Resilient Properties of Granular Materials~, Ph.D. Dissertation, University of California, Berkeley, CA, 502 pp. 93. Hicks, R.G., and Monismith, C.~., (1971), "Factors Influencing He Resilient Properties of Granular Materials", Transportation Research Record No. 345, Transportation Research Board, pp. 15-31. 94. Haynes, I.H., and Yoder, E.~., (1962), "Effects of Repeated Loading on Grave! and Crushed Stone Base Course Materials Used in the AASHTO Road Test", Highway Research Record No. 39, pp. 82-96. 95. Chang, C.Y., (1966), "Modulus of Resilient Deformation of Untreated Base Course Materials", Master's Thesis, University of California. 292

96. Parr. G.B., (1972), "Some Aspects of the Behavior of London Clay Under Repeated Loading", Ph.D. Thesis, University of Nottingham. 97. I,ash~ne, A.K., Brown, S.F., and Pell, P.S., (1971), "Dynamic Properties of Soils", Report No. 2, Department of Civil Engineering, University of Nottingham. 98. Terrel, am., (1967), "Factors Influencing the Resilient Characteristics of Asphalt Treated Aggregates~, Ph.D. Thesis, University of California. 99. DehIen,- G.~., (1969), "The Effect of Nonlinear Material Response on the Behavior of Pavements Subjected to Traffic Loads", Ph.D. Dissertation, University of California at Berkeley, California. 100. Chisolm, E.E., and Townsend, F.C., (1976), Measurement of Elastic Strain in Granular Materials, Geotechnique, Vol. XXVI, No. 4, December, pp. 636~40. 102. Paute, A , and Lefort, R., (1987), ~Triaxial Pneumatique a Chargements Repetes Jpour L'etude des Graves non Traitees et des Sols Supports de Chaussees", Road Construction Series, Regional Laboratory, Desponts and Chaussees, France, (publication in French). 103. Dupas, I.M., Pecker, A., Bozetto, P., and Fry, Id. (1988), "A 300-mm Diameter Triphial Al with a Double Measuring Device", ASTM STP 977, Philadelphia, PA, pp. 132-142. 104. Linton, P.F., McVay, M.C., and Bloomquist, D., (1988), "Measurement of Deformations in the Standard Triaxial Environment with a Comparison of Local Versus Global Measurements on a Fine, Fully Drained Sands, ASTM, Special Technical Publication, No. 977, pp. 202-215. 105. Moore, W.M., Swift, G., and Milberger, LJEJ.' (1970), "Deformation Measuring System for Repetitively Loaded, Large-Diameter Specimens of Granular Material", Transportation Research Board, Highway Research Record, No. 301, pp. 28-39. 106. Knutson, R.M., and Thompson, M.R., (1978), "Resilient Response of Railway Ballast", Transportation Research Board, Transportation Research Record No. 651, pp. 31-39. 107. Thom, N.H., and Brown, S.F., (1987), The Effect of Moisture on the Structural Performance of a Crushed Limestone Road Baser, Paper 108. Chaney, R.C., Stevens, E., end Sheth, N., (1979), "Suggested Test Method for Determination of Degree of Saturation of Soil Samples by B Value Measurement", Geotechnical Testing Journal, ASTM, Vol. 2, No. 3, pp. 158-162. Barksdale, R.D., Editor (1975), "Test Procedures for Characterizing Dynamic Stress-Strain Properties of Pavement Materialsn, TRB, Special Report No. 162. 110. Li, D., and Selig, E.T., (1991), "Evaluation of Resilient Modulus for Fine Grained Subgrade Soils", Department of Civil Engineering, University of Massachusetts, Geotechnical Report No. AAR91-392R, Amherst, MA., November. 293

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