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- W800866907 abstract "It is generally accepted that stiffness is an important parameter in deciding the ability of an emulsion-aggregate mixture to perform as a structural layer in a pavement. The transfer of traffic loading to the pavement foundation depends on the horizontal bending under wheel loading. Conversely, the contribution of the unbound materials to the bearing capacity of the pavement is mainly from their compressive response. Emulsion mixtures exhibit a composite response over time: being similar, largely, to unbound aggregate, at the early stage of curing and to hot bituminous mixtures after full curing. This changing of properties introduces the problem of which laboratory test method is most suitable for characterising the stiffness response of emulsion-aggregate mixtures to best enable the analysis of a pavement response to traffic loading. A laboratory study has been conducted that evaluated the behaviour of these types of mixtures using the indirect tensile and triaxial modes of testing, both in the Nottingham Asphalt Tester (NAT). Emphasis has been placed on the effect of compaction method, emulsion content, water content, test temperature and curing regime. This paper also addresses the stress dependency of the materials and its importance to both mixture and pavement structural design. (A) For the covering abstract see IRRD 890024." @default.
- W800866907 created "2016-06-24" @default.
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- W800866907 date "1997-01-01" @default.
- W800866907 modified "2023-09-27" @default.
- W800866907 title "THE EFFECT OF EMULSION-AGGREGATE MIXTURE STIFFNESS ON BOTH MIXTURE AND PAVEMENT DESIGN" @default.
- W800866907 hasPublicationYear "1997" @default.
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