Effect of Different Shapes Loaded Area on Unbounded Granular Materials
Modeling and Analysing
(Sprache: Englisch)
Flexible pavement is composed from an asphalt concrete layer, granular base and subbase layers, and the natural subgrade. The granular material that forming the granular layers are subjected to static and dynamic load. In this book a computer program...
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Flexible pavement is composed from an asphalt concrete layer, granular base and subbase layers, and the natural subgrade. The granular material that forming the granular layers are subjected to static and dynamic load. In this book a computer program SDSL-CAD (Simulation Different Shape of Load by using Computer Aided Design) is developed to study the effect of different shape of traffic load by using equivalent radius of tire imprint on stresses, strain, and deflection results, at different value of modulus of elasticity of granular layer. The multilayer elastic theory is used in SDSL-CAD program to analyze the traffic load under different types of axles and tires configuration and material properties of pavement layers.
Bibliographische Angaben
- Autoren: Asma Thamir Ibraheem , Abeer Waleed Alshami
- 2014, 148 Seiten, Maße: 22 cm, Kartoniert (TB), Englisch
- Verlag: LAP Lambert Academic Publishing
- ISBN-10: 365952204X
- ISBN-13: 9783659522048
Sprache:
Englisch
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