FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2079343735> ?p ?o ?g. }

• W2079343735 endingPage "151" @default.
• W2079343735 startingPage "137" @default.
• W2079343735 abstract "Conventional bituminous materials have tended to perform satisfactorily in most highway pavement and airfield runway applications. However, in recent years, increased traffic levels, larger and heavier loads, new axle designs and increased tyre pressures have added to the already severe demands of load and environment on the pavement system. This has facilitated the need to enhance the properties of existing asphalt material with bitumen modification, particular polymer modification, offering one solution to overcome the limitations of bitumen and, thereby, improve the performance of these asphalt mixtures. This paper evaluates the relative performance of a series of ethylene vinyl acetate (EVA) and styrene butadiene styrene (SBS) polymer modified bitumens (PMBs) in terms of the two main distress modes associated with flexible asphalt pavements of permanent deformation and fatigue damage. The study makes use of fundamental rheological binder testing using a dynamic shear rheometer (DSR), pavement performance prediction by means of the Superpave binder parameters and the zero shear viscosity (ZSV) concept, and practical, mechanical asphalt mixture testing using the Nottingham Asphalt Tester (NAT). These binder and asphalt mixture procedures have been used to quantify the fatigue and permanent deformation performance of a series of polymer modified bituminous materials. The relative permanent deformation and fatigue cracking performance of the various PMBs and control penetration grade binders have then been ranked as a function of their binder rheological properties and actual asphalt mixture performance. The fundamental rheological data together with the permanent deformation and fatigue testing in the NAT all indicate an improved rutting and fatigue performance for the EVA and SBS PMBs compared to the unmodified penetration grade bitumens. However, based on the Superpave binder parameters and the ZSV, determined by means of the low frequency oscillation method, no unique correlation was found between actual mixture performance and predicted binder performance." @default.
• W2079343735 created "2016-06-24" @default.
• W2079343735 creator A5021719208 @default.
• W2079343735 date "2004-09-01" @default.
• W2079343735 modified "2023-10-14" @default.
• W2079343735 title "Fundamental Binder and Practical Mixture Evaluation of Polymer Modified Bituminous Materials" @default.
• W2079343735 cites W1978872566 @default.
• W2079343735 cites W1980373137 @default.
• W2079343735 cites W1994821830 @default.
• W2079343735 cites W2011964183 @default.
• W2079343735 cites W2068098476 @default.
• W2079343735 cites W4248696059 @default.
• W2079343735 cites W896607834 @default.
• W2079343735 doi "https://doi.org/10.1080/10298430412331314146" @default.
• W2079343735 hasPublicationYear "2004" @default.
• W2079343735 type Work @default.
• W2079343735 sameAs 2079343735 @default.
• W2079343735 citedByCount "96" @default.
• W2079343735 countsByYear W20793437352012 @default.
• W2079343735 countsByYear W20793437352013 @default.
• W2079343735 countsByYear W20793437352014 @default.
• W2079343735 countsByYear W20793437352015 @default.
• W2079343735 countsByYear W20793437352016 @default.
• W2079343735 countsByYear W20793437352017 @default.
• W2079343735 countsByYear W20793437352018 @default.
• W2079343735 countsByYear W20793437352019 @default.
• W2079343735 countsByYear W20793437352020 @default.
• W2079343735 countsByYear W20793437352021 @default.
• W2079343735 countsByYear W20793437352022 @default.
• W2079343735 countsByYear W20793437352023 @default.
• W2079343735 crossrefType "journal-article" @default.
• W2079343735 hasAuthorship W2079343735A5021719208 @default.
• W2079343735 hasConcept C159985019 @default.
• W2079343735 hasConcept C168056786 @default.
• W2079343735 hasConcept C192562407 @default.
• W2079343735 hasConcept C200990466 @default.
• W2079343735 hasConcept C2778477904 @default.
• W2079343735 hasConcept C3020080851 @default.
• W2079343735 hasConcept C58396970 @default.
• W2079343735 hasConcept C76893819 @default.
• W2079343735 hasConceptScore W2079343735C159985019 @default.
• W2079343735 hasConceptScore W2079343735C168056786 @default.
• W2079343735 hasConceptScore W2079343735C192562407 @default.
• W2079343735 hasConceptScore W2079343735C200990466 @default.
• W2079343735 hasConceptScore W2079343735C2778477904 @default.
• W2079343735 hasConceptScore W2079343735C3020080851 @default.
• W2079343735 hasConceptScore W2079343735C58396970 @default.
• W2079343735 hasConceptScore W2079343735C76893819 @default.
• W2079343735 hasIssue "3" @default.
• W2079343735 hasLocation W20793437351 @default.
• W2079343735 hasOpenAccess W2079343735 @default.
• W2079343735 hasPrimaryLocation W20793437351 @default.
• W2079343735 hasRelatedWork W1982796134 @default.
• W2079343735 hasRelatedWork W2034265060 @default.
• W2079343735 hasRelatedWork W2188519575 @default.
• W2079343735 hasRelatedWork W23618939 @default.
• W2079343735 hasRelatedWork W2378609698 @default.
• W2079343735 hasRelatedWork W3009615069 @default.
• W2079343735 hasRelatedWork W3190066151 @default.
• W2079343735 hasRelatedWork W3196088517 @default.
• W2079343735 hasRelatedWork W3207901993 @default.
• W2079343735 hasRelatedWork W853136265 @default.
• W2079343735 hasVolume "5" @default.
• W2079343735 isParatext "false" @default.
• W2079343735 isRetracted "false" @default.
• W2079343735 magId "2079343735" @default.
• W2079343735 workType "article" @default.