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- W121992613 abstract "Reflection cracking (RC) has been defined as the cracking of a resurface or overlay pavement above underlying cracks or joints. Reflection cracks may be induced by environmental conditions or traffic loads or a combination of the two. RC is especially critical in overlays of rigid pavements, and this paper is directed towards that problem. The focus is on the three-layer asphalt-rubber overlay system used on Arizona roadways where portland cement concrete pavements were overlaid. The research aim was to establish an appropriate mathematical model to verify empirical observations, and the analytical study consisted of a finite-element analysis of stresses and strains with different layer configurations. A discussion section is also provided." @default.
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- W121992613 date "1982-01-01" @default.
- W121992613 modified "2023-09-27" @default.
- W121992613 title "FINITE ELEMENT ANALYSIS OF ARIZONA'S THREE-LAYER OVERLAY SYSTEM OF RIGID PAVEMENTS TO PREVENT REFLECTIVE CRACKING (WITH DISCUSSION)" @default.
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