Backcalculation of pavement layer moduli from falling weight deflectometer data using an artificial neural network

Author:

Sharma Sunil1,Das Animesh1

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India.

Abstract

Efforts have been made in this paper to backcalculate the in situ elastic moduli of asphalt pavement from synthetically derived falling weight deflectometer (FWD) deflections at seven equidistant points. An artificial neural network (ANN) is used as a tool for backcalculation in this work. The ANN is observed to backcalculate layer moduli, both from normal as well as noisy deflection basins, with better accuracy compared with other software, namely, EVERCALC and ExPaS. EVERCALC is a backcalculation software downloaded from the Internet and ExPaS is a backcalculation algorithm developed in-house, based on a “search and expand” approach. Work have been extended further to develop ANN models that can predict a possible rigid layer at the bottom of the pavement and can directly predict the remaining life of the pavement without backcalculating the layer moduli. Finally, a reliability analysis is performed to quantify the performance of backcalculation using an ANN.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference39 articles.

1. Anderson, M. 1989. A data base method for backcalculation of composite pavement layer moduli. In Nondestructive Testing of Pavements and Backcalculation of Moduli. Edited by A.J. Bush, III, and G.Y. Baladi. ASTM International, Philadelphia, Pa. pp. 201–216. STP 1026.

2. ASTM. 2003. Standard guide for calculating in situ equivalent elastic moduli of pavement materials using layered elastic theory. ASTM standard D5858–96(2003). ASTM International, West Conshohocken, Pa.

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