1997•Eighth International Conference on Asphalt PavementsFederal Highway AdministrationRequires access

BACKCALCULATION OF PAVEMENT LAYER MODULI USING GENETIC ALGORITHMS

Shuich Kameyama, Kenji HIMENO, A Kasahara, Tsukasa Maruyama

Open publisher page 22 citations

Abstract

A new method was developed to backcalculate pavement layer moduli from pavement surface deflection, measured by a falling weight deflectometer (FWD), using genetic algorithms. It was found that layer moduli can be accurately estimated by backcalculation using this method, with surface deflection calculated by the theory of elasticity for layer structures as the input condition. This method was also applied to data of asphalt and concrete pavements, measured by the FWD. The results showed that backcalculated moduli could sometimes be estimated even in the case where an appropriate solution could not be obtained by conventional backcalculation methods.

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What this paper is about

A new method was developed to backcalculate pavement layer moduli from pavement surface deflection, measured by a falling weight deflectometer (FWD), using genetic algorithms. It was found that layer moduli can be accurately estimated by backcalculation using this method, with surface deflection calculated by the theory of elasticity for layer structures as the input condition. This method was also applied to data of asphalt and concrete pavements, measured by the FWD. The results showed that backcalculated moduli could sometimes be estimated even in the case where an appropriate solution could not be obtained by conventional backcalculation methods.

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Available abstract

A new method was developed to backcalculate pavement layer moduli from pavement surface deflection, measured by a falling weight deflectometer (FWD), using genetic algorithms. It was found that layer moduli can be accurately estimated by backcalculation using this method, with surface deflection calculated by the theory of elasticity for layer structures as the input condition. This method was also applied to data of asphalt and concrete pavements, measured by the FWD. The results showed that backcalculated moduli could sometimes be estimated even in the case where an appropriate solution could not be obtained by conventional backcalculation methods.

Key concepts: Falling weight deflectometer, Deflection (physics), Moduli, Asphalt, Structural engineering, Geotechnical engineering, Mathematics, Materials science

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