Modelling Flexible Pavement Performance with Empirical Mode Decomposition
Ramesh Yang
The University of Tokyo
Abstract
Limited field data on flexible pavement performance have long hindered the optimal design of structural health monitoring in the South Asian region. The model parameters were carefully calibrated against a set of field observations obtained from structural health monitoring. The best-performing model captured the essential features of flexible pavement performance with an accuracy above 43%. Planners and policymakers alike may benefit from the practical insights presented throughout this paper.
Keywords:
flexible pavement performanceempirical mode decompositionstructural health monitoringshape memory alloywastewater treatmentsmart grid
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