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- W130930650 abstract "Current Asphalt mix design rules in New Zealand employ the Shell Fatigue Function which relates horizontal tensile strain at the base of the layer to allowable traffic loading. The rules do not explicitly admit consideration of asphalt mix viscosity, except through reduction of elastic modulus. This does not account for non-recoverable deformation, a feature noticeable in many intersections in New Zealand, where rutting is apparent. In addition, the Shell Function was developed from testing of a broad range of mixes using conventional binders. Polymer-modified binders are likewise not incorporated in design rules at present. Yet these have proven ability to improve both rut- and fatigue-resistance. Accordingly, more emphasis is being placed within the contracting industry in New Zealand on design of asphalt mix pavements based on laboratory testing. Downer NZ has a well- equipped asphalt mix laboratory and, through a long-term test programme, has characterized its proprietary mixes for use in predominantly fatigue-resisting as well as rut-resisting pavement environments. This paper discusses the application of a range of polymer-modified asphalt mixes, to both public roads and industrial pavements, and the development of design bases derived from laboratory characterization." @default.
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- W130930650 date "2012-08-01" @default.
- W130930650 modified "2023-09-27" @default.
- W130930650 title "Application of laboratory derived measure to the design and construction of asphalt mix pavements" @default.
- W130930650 hasPublicationYear "2012" @default.
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