Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance (2019) / Chapter Skim
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M-1 Appendix M Conversion 2-Layer Model for Rigid Pavements Subroutine The conversion to concrete 2-layer model was programed to determine the subgrade k-value and radius of relative stiffness, based on pavement structure subroutine that will calculate the moment of inertia of the transformed section of the concrete slab and base course, interfacial degree of bonding, and equivalent thickness of concrete.
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R-1 References 1 Shahji, S
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R-2 Transportation Research Board, No.
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R-3 24 Jung, Y.S., D.G. Zollinger, and B.M.
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R-4 College Station, TX. 36 Bakhsh, K.N., and D
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R-5 Properties of Asphalt Mixtures Development and Calibration." In Transportation Research Record: Journal of the Transportation Research Board, No.
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R-6 SHRP A-357: Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. National Research Council, Washington, D.C.
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R-7 Performance of Flexible Pavement, ASTHMA STP 1016, ASTM, Philadelphia, PA., pp.
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