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- W592535992 abstract "An extensive research project carried out over the last few years involving laboratory testing and field trials has resulted in the development of improved asphalt mixes for the structural layers of pavements. These improvements have come about through consideration of permanent deformation resistance, dynamic stiffness (load spreading), resistance to fatigue cracking and a study of the factors which influence each. The design of aggregate gradings and the selection of a suitable binder grade and content were amongst the most important parameters. A number of laboratory tests were carried out on a wide range of mixes produced from a number of aggregate sources. The limitations of the Marshall test were exposed and alternative practical tests were examined for possible design use. Field trials carried out in conjunction with local authorities demonstrated that several mixes which are outside current UK specifications, but have improved mechanical properties, can be readily laid. Economics were apparent by the use of these modified materials when incorporated in pavements designed using analytically based techniques. The improved materials and the approach to mix and pavement design with which they are associated are particularly applicable to heavily trafficked roads in hot climates, where stiffness and good deformation resistance are of utmost importance.(a) for the covering abstract of the conference see IRRD 815702." @default.
- W592535992 created "2016-06-24" @default.
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- W592535992 date "1984-01-01" @default.
- W592535992 modified "2023-09-27" @default.
- W592535992 title "IMPROVED ASPHALT MIXES FOR HEAVILY TRAFFICKED ROADS --PROCEEDINGS OF THE FOURTH CONFERENCE ON ASPHALT PAVEMENTS FOR SOUTHERN AFRICA, HELD CAPE SUN HOTEL, CAPE TOWN, REPUBLIC OF SOUTH AFRICA, 12-16 MARCH 1984. VOL 1 & VOL 2." @default.
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