Advanced approaches to hot-mix asphalt dynamic modulus prediction

Author:

Ceylan Halil123,Gopalakrishnan Kasthurirangan123,Kim Sunghwan123

Affiliation:

1. Department of Civil Engineering, 482B Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA.

2. Department of Civil Engineering, 353 Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA.

3. Department of Civil Engineering, 192 Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA.

Abstract

The dynamic modulus (|E*|) is one of the primary hot-mix asphalt (HMA) material property inputs at all three hierarchical levels in the new Mechanistic–empirical pavement design guide (MEPDG). The existing |E*| prediction models were developed mainly from regression analysis of an |E*| database obtained from laboratory testing over many years and, in general, lack the necessary accuracy for making reliable predictions. This paper describes the development of a simplified HMA |E*| prediction model employing artificial neural network (ANN) methodology. The intelligent |E*| prediction models were developed using the latest comprehensive |E*| database that is available to researchers (from National Cooperative Highway Research Program Report 547) containing 7400 data points from 346 HMA mixtures. The ANN model predictions were compared with the Hirsch |E*| prediction model, which has a logical structure and a relatively simple prediction model in terms of the number of input parameters needed with respect to the existing |E*| models. The ANN-based |E*| predictions showed significantly higher accuracy compared with the Hirsch model predictions. The sensitivity of input variables to the ANN model predictions were also examined and discussed.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference19 articles.

1. Neural Networks in Civil Engineering: 1989–2000

2. Andrei, D., Witczak, M.W., and Mirza, M.W. 1999. Development of a revised predictive model for the dynamic (Complex) modulus of asphalt mixtures. University of Maryland, College Park, Md. Inter Team Report NCHRP 1–37A.

3. Bonaquist, R.F., Christensen, D.W., and Stump, W. 2003. Simple performance tester for Superpave mix design development and evaluations. Transportation Research Board of the National Academies, Washington, D.C. NCHRP Report 513.

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