Flexible Pavement Performance using Boundary Element Method
Carlos Sato
Corresponding
Dhaka University of Engineering & Technology
Ming García
Tokyo Institute of Technology
Rafiqul Ahmed
University of Engineering and Technology Lahore
Abstract
Recent infrastructure development in the region has exposed persistent problems with flexible pavement performance in manufacturing processes. The proposed framework combined boundary element method with laboratory measurements to improve predictive accuracy. The proposed controller shortened the settling time by roughly 28% compared with a conventional design. This study advances both the theory and the practice of the subject area.
Keywords:
flexible pavement performanceboundary element methodfuzzy logicartificial neural network
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