Evaluation of Damage Potential for Pavements due to Overweight Truck Traffic
Publication: Journal of Transportation Engineering
Volume 133, Issue 5
Abstract
Higher allowable axle loads of multiaxle trucks produce severe pavement damage, which leads to raising the budget to rehabilitate deteriorated sections. To minimize expected damage, it is necessary to design pavement to support overweight truck traffic by evaluating damage potential based on accurate modeling of pavement response. In this study, an attempt was made to model base and subgrade layers as a stress-dependent cross-anisotropic material to assess pavement response using finite-element (FE) analysis. The prediction of vertical and radial stress of FE analysis matched reasonably well with the analytical solution and predictions from the commercial program CIRCLY. Using this modeling, equations correlating between critical strains and layer displacements, axle loading, offset distance, and layer moduli were established in order to evaluate accelerated damage potential due to overweight truck loadings. For each truck pair, the ratio of the service life consumed from one pass of the overweight truck to the corresponding service life consumed due to the passage of a legal truck was determined. As a result, all ratios were greater than 1, indicating greater potential for accelerated pavement deterioration on routes due to overweight truck use.
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Acknowledgments
The writers would like to acknowledge the Texas Department of Transportation for their support and cooperation. Also, gratitude goes to the Brownsville Port office for providing traffic data.
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© 2007 ASCE.
History
Received: Feb 27, 2006
Accepted: Nov 27, 2006
Published online: May 1, 2007
Published in print: May 2007
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