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contributor authorC. Y. Cheung
contributor authorD. Cebon
date accessioned2017-05-08T21:16:59Z
date available2017-05-08T21:16:59Z
date copyrightAugust 1997
date issued1997
identifier other%28asce%290899-1561%281997%299%3A3%28117%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45500
description abstractExperimental data for pure bitumens and simplified theoretical models for their deformation behavior are assembled into a single framework that summarizes their steady-state inelastic response to stress. A number of regimes are identified: a low temperature elastic regime, a low temperature plastic regime, a power-law creep regime, and a Newtonian flow regime. Data for a number of pure bitumens are fitted to constitutive equations for each regime. The equations are then used to construct deformation mechanism maps for a particular type of bitumen commonly used in pavement construction in the U.K. These maps relate strength to temperature and strain rate over a wide range of these variables.
publisherAmerican Society of Civil Engineers
titleDeformation Mechanisms of Pure Bitumen
typeJournal Paper
journal volume9
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1997)9:3(117)
treeJournal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
contenttypeFulltext


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