Statistical Model to Detect Voids for Curled or Warped Concrete Pavements

Author:

Alland Kevin1,Vandenbossche Julie M.2,Brigham John3

Affiliation:

1. 713 Benedum Hall, Department of Civil and Environmental Engineering, Swanson School of Engineering, University of Pittsburgh, Pittsburgh, PA 15261

2. 705 Benedum Hall, Department of Civil and Environmental Engineering, Swanson School of Engineering, University of Pittsburgh, Pittsburgh, PA 15261

3. 703 Benedum Hall, Department of Civil and Environmental Engineering, Swanson School of Engineering, University of Pittsburgh, Pittsburgh, PA 15261

Abstract

A statistical classifier was developed to interpret falling weight deflectometer data for the detection of voids under jointed concrete pavement slabs. The classifier was trained with the Seasonal Monitoring Program sections in the Long-Term Pavement Performance (LTPP) database and data from the Minnesota Road Research Facility. A two-level cross-validation process was used to assess the performance of existing void detection methods, according to a threshold of a single variable, and the least absolute shrinkage and selection operator (LASSO) classifier, which is based on several variables. Simple void detection methods based on the normalized 9,000-lb deflection were found to perform better than void detection methods based on variable deflection analysis. The LASSO classifier outperformed any of the existing void detection techniques. The LASSO classifier was validated through two field trials in Pennsylvania and an LTPP general pavement section in which significant faulting had developed.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference13 articles.

1. CrovettiJ. A. Design and Evaluation of Jointed Concrete Pavement Systems Incorporating Open-Graded Permeable Bases. Ph.D. dissertation, University of Illinois at Urbana–Champaign, 1994.

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