Technical Papers
May 1, 2014

Neural Network–Based Thickness Determination Model to Improve Backcalculation of Layer Moduli without Coring

Publication: International Journal of Geomechanics
Volume 15, Issue 3

Abstract

Traditionally, deflection data from a falling weight deflectometer (FWD) test and thickness data from pavement coring are used to backcalculate layer moduli. In this study, instead of coring, a neural network (NN) model is developed to determine layer thickness from FWD time-deflection histories. Using the NN predicted thicknesses, layer moduli are backcalculated using a commercially available backcalculation software. For validation, backcalculated moduli are compared with the laboratory determined moduli. Results show that backcalculated moduli are nearly equal to the laboratory moduli. Thus, the inclusion of NN-based thickness data has the potential to replace pavement coring, which is very expensive, and/or to enable a backcalculation method to run with a reasonable assumption of thickness whenever coring information is not available.

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Acknowledgments

The authors thank the Aviation Division of New Mexico DOT (NMDOT) for the airfield evaluation project in New Mexico. They also express gratitude to the NMDOT’s Field Exploration Crew for providing the FWD test data, coring information, and samples for the laboratory test.

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 15Issue 3June 2015

History

Received: Jul 3, 2013
Accepted: Apr 11, 2014
Published online: May 1, 2014
Published in print: Jun 1, 2015

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Authors

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Rafiqul A. Tarefder, M.ASCE [email protected]
Associate Professor and Regents’ Lecturer, Dept. of Civil Engineering, Univ. of New Mexico, MSC01-1070, Albuquerque, NM 87131-0001. E-mail: [email protected]
Sanjida Ahsan, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of New Mexico, MSC01-1070, Albuquerque, NM 87131-0001. E-mail: [email protected]
Mesbah U. Ahmed, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of New Mexico, MSC01-1070, Albuquerque, NM 87131-0001 (corresponding author). E-mail: [email protected]

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