Damage equivalent of the flexible pavement variation with load applied

Buhari, Rosnawati and Puteh, Saifullizam (2013) Damage equivalent of the flexible pavement variation with load applied. Applied Mechanics and Materials , 405 . pp. 1917-1922. ISSN 1662-7482

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Official URL: http://dx.doi.org/10.4028/www.scientific.net/AMM.4...

Abstract

Previous research revealed that influence function is strongly influenced the appropriateness of pavement damage prediction and are demanding to be concern in order for better prediction of long term pavement performance. In order to identify the impact of traffic loading condition on the influence function of the pavement toward failure, further stucdy was done to determine the exponential value in the Damage Equivalent Law for varies loading condition and also vehicle speeds. To achieve the aims, the simple quarter truck model was efficiently used with personal computers to predict pavement loading. Towards reality of traffic loading condition will contain a distribution of axles load between unladen and fully laden, the study was further taking into account realistic axle load variation. Results are presented from a study to evaluate the relative influence of truck speed and axle load variation on the stiffness of the asphaltic layer and thus the primary response of the pavement. In conclusion, the exponential value in the Equivalent Damage Law is clearly sensitive to both factor.

Item Type:Article
Uncontrolled Keywords:dynamic load; dynamic load coefficient; equivalent damage law; influence function; primary response
Subjects:T Technology > TA Engineering (General). Civil engineering (General) > TA401-492 Materials of engineering and construction. Mechanics of materials
Divisions:Faculty of Civil and Environmental Engineering > Department of Transport and Geotechnique Engineering
ID Code:4352
Deposited By:Normajihan Abd. Rahman
Deposited On:10 Oct 2013 10:37
Last Modified:10 Oct 2013 10:37

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