Publication Date

4-2016

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Technical Report: UTEP-CS-16-16a

To appear in Proceedings of the 2016 World Conference on Soft Computing, Berkeley, California, May 22-25, 2016.

Abstract

To ensure the quality of pavement, it is important to make sure that the resilient moduli -- that describe the stiffness of all the pavement layers -- exceed a certain threshold. From the mechanical viewpoint, pavement is a non-linear medium. Several empirical formulas have been proposed to describe this non-linearity. In this paper, we describe a theoretical explanation for the most accurate of these empirical formulas.

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