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Asphalt Strain Analysis in Airport Pavements by Babar Saleem Khan is a document available to read on EtoBox.

In a mechanistic-empirical flexible pavement design procedure, the thrust is to design pavement layer thicknesses sufficient to limit the development of pavement distresses to acceptable levels for anticipated traffic loading conditions. Distress modes normally considered in flexible pavement analysis and design are fatigue cracking, rutting, and low-temperature cracking _1_. Classical flexible pavement design procedures

Author
Babar Saleem Khan
Language
EN