Determination of flexible pavement deterioration conditions using Long‐Term Pavement Performance database and artificial intelligence‐based finite element model updating
Authors:
- 22 November 2020
- journal article
- research article
- Published by Wiley in Structural Control and Health Monitoring
- Vol. 28 (2)
Abstract
No abstract availableKeywords
This publication has 33 references indexed in Scilit:
- Particle Swarm Optimization with Sequential Niche Technique for Dynamic Finite Element Model UpdatingComputer-Aided Civil and Infrastructure Engineering, 2015
- Equivalent Loading Frequencies for Dynamic Analysis of Asphalt PavementsJournal of Materials in Civil Engineering, 2013
- Use of Falling Weight Deflectometer Data for Network-Level Flexible Pavement ManagementTransportation Research Record: Journal of the Transportation Research Board, 2012
- Modeling Pavement Temperature for Use in Binder Oxidation Models and Pavement Performance PredictionJournal of Materials in Civil Engineering, 2011
- Experimental estimation of the relative deterioration of flexible pavements under increased axle loadsInternational Journal of Pavement Engineering, 2011
- Backcalculation of Dynamic Modulus Mastercurve from Falling Weight Deflectometer Surface DeflectionsTransportation Research Record: Journal of the Transportation Research Board, 2011
- Deterioration Analysis of Flexible Pavements under Overweight VehiclesJournal of Transportation Engineering, 2007
- Impact of Temperature Gradient on Modulus of Asphaltic Concrete LayersJournal of Materials in Civil Engineering, 2006
- Use of Kriging Models to Approximate Deterministic Computer ModelsAIAA Journal, 2005
- Backcalculation of Pavement Layer Properties1989