Compressive deformation behaviour of asphalt mixtures containing incinerator bottom ash aggregate

dc.contributor.authorMostafa, Hassan M.
dc.contributor.authorKhalid, H.
dc.contributor.otherTaylor & Francis:Road Materials and Pavement Design
dc.date.accessioned2016-01-27T11:32:56Z
dc.date.available2016-01-27T11:32:56Z
dc.date.issued2010
dc.date.issued2010
dc.descriptionPublished Articleen_US
dc.description.abstractThis paper forms part of a programme to study the mechanical and environmental properties of asphaltic mixtures containing Incinerator Bottom Ash Aggregate (IBAA). The Compressive Deformation Behaviour (CDB) of four mixtures containing 0, 30, 60 and 80% IBAA was investigated under uniaxial and triaxial compression conditions. The steady state axial strain rates and stresses were evaluated and used to identify the CDB of the tested mixtures. Mixtures exhibited linear and non linear viscous behaviour at low and high stress levels, respectively. IBAA content was found to have a noticeable effect on the mixtures' steady state CDB. The dilation gradient was found to increase with temperature. The CDB of the tested mixtures was captured by the Modified Cross Model and was found to be linear at low stress levels while at high stress levels, the materials exhibited nonlinear power-law viscous behaviour.en_US
dc.format.mimetypeApplication/PDF
dc.identifier.issn14680629
dc.identifier.issn14680629
dc.identifier.urihttp://hdl.handle.net/11462/702
dc.language.isoen_USen_US
dc.publisherTaylor & Francis: Road Materials and Pavement Design
dc.relation.ispartofseriesRoad Materials and Pavement Design;vol. 11, issue 3
dc.rights.holderRoad Materials and Pavement Design
dc.subjectIBAAen_US
dc.subjectPermanent Deformationen_US
dc.subjectSteady Stateen_US
dc.subjectDilationen_US
dc.titleCompressive deformation behaviour of asphalt mixtures containing incinerator bottom ash aggregateen_US
dc.typeArticleen_US

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