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Showing 1 to 2 of 2 for “"M-E pavement design"”.
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Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design
… as level 1 input in Mechanistic-Empirical (M-E) pavement design. The measured dynamic moduli have been used to calibrate the original NCHRP 1-37A model to facilitate its application on drainage layer materials for prediction of the dynamic modulus as level 2 input. The compressive strength of the …
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Permanent deformation behavior of unbound granular materials and rutting model development
… into the AASHTO’s mechanistic-empirical (M-E) pavement design approaches (i.e. Pavement ME Design) was found to produce inadequate rut estimates in unbound aggregate base/subbase layers by discounting the contribution of stress state from the original Tseng and Lytton (1989) model. This …