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contributor authorChiu Liu
contributor authorB. Frank McCullough
contributor authorHong S. Oey
date accessioned2017-05-08T21:03:55Z
date available2017-05-08T21:03:55Z
date copyrightMay 2000
date issued2000
identifier other%28asce%290733-947x%282000%29126%3A3%28237%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37266
description abstractThe dynamic response of a pavement structure, subject to a moving vehicle load, is investigated on a unified analytic framework. The time-dependent deflection and its derived dynamic quantities for a slab structure are obtained by linking together the characteristics of a road profile, a moving vehicle, and a slab on a viscoelastic foundation. Examples are presented to illustrate the analytic results derived from the established framework. The model may be applied to understand quantitatively the dynamic deflection and dynamic strains within a rigid pavement structure. It is found that the surface roughness effect on the dynamic response of a slab structure plays an important role for the serviceable life span of a pavement structure and may be taken into account in pavement design. The model may be calibrated to estimate the
publisherAmerican Society of Civil Engineers
titleResponse of Rigid Pavements due to Vehicle-Road Interaction
typeJournal Paper
journal volume126
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2000)126:3(237)
treeJournal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 003
contenttypeFulltext


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