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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Pages 207-209
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K-1 Appendix K Unbound Base Course Subroutine for Rigid Pavements The base course subroutine can calculate the stress state in the middle of base course and on the concrete/base interface.
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K-2 where is the faulting depth; is the number of days after pavement construction date. is the number of days when faulting initiates; is the number of days to failure due to erosion; and and are model coefficients.
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K-3 stress tensor at stress level ; and , , , and are model coefficients. Table K.3 presents the inputs to the second faulting prediction model parameters.
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