Simplified M-E Approach for the Design of Flexible Pavement Structures

This paper presents a simplified design procedure, which depends mainly on finite elements analysis considering the same input variables used in the traditional AASHTO empirical design methodology. The multiple regression equation developed considered the subgrade resilient modulus (Mr), Equivalent...

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Bibliographic Details
Main Author: Osama Abaza
Format: Article
Language:English
Published: An-Najah National University 2007-04-01
Series:مجلة جامعة النجاح للأبحاث العلوم الطبيعية
Online Access:https://journals.najah.edu/media/journals/full_texts/simplified-m-e-approach-design-flexible-pavement-structures.pdf
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