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contributor authorJ. Murali Krishnan
contributor authorK. R. Rajagopal
contributor authorD. N. Little
date accessioned2017-05-08T22:40:55Z
date available2017-05-08T22:40:55Z
date copyrightJune 2006
date issued2006
identifier other%28asce%290733-9399%282006%29132%3A6%28632%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86261
description abstractA variety of hot mix asphalt mixtures are used in highway and runway pavement construction. Each mixture caters to specific needs. Mixtures differ from one another in the type and percentage of aggregates and asphalt used, and their response can be markedly different, and thus there is a need to develop constitutive models that can differentiate between the different kinds of mixtures. In this paper, we outline a general procedure for the constitutive modeling of bituminous mixtures. We illustrate the efficacy of this approach by means of an application to sand asphalt. The governing equations for this special problem reduce to a stiff nonlinear ordinary differential equation and this is solved numerically using Gear’s method. We compare the results of the predictions of the model that we have developed with the compressive creep experiments carried out by Wood and Goetz on a typical sand asphalt mixture and find them to be in good agreement.
publisherAmerican Society of Civil Engineers
titleRate-Type Model for Bituminous Mixtures and Its Application to Sand Asphalt
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2006)132:6(632)
treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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