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- W608519366 abstract "Deformation data under long loading times (15 minutes) and high temperature (60 degrees celsius) was obtained for continuously graded asphaltic concrete mixes using a modified shell (1978) creep test. Polishing the Marshall compacted specimens flat and including a preloading in the test cycle were found to be essential for repeatable and accurate results. The results of deformation were expressed as a stiffness modulus (smix). For the variables investigated the level of compaction, binder content and aggregate size significantly affected smix. For the mixes investigated changing the aggregate type or binder type had no significant effect on smix. The results of the effect of binder on smix are not in agreement with the general practice of using stiffer binders to reduce permanent deformation. Further investigations need to be undertaken to assess the suitability of laboratory creep testing FOR RANking permanent deformation of mixes (a). For the number of the covering record of the conference, see IRRD no 814452." @default.
- W608519366 created "2016-06-24" @default.
- W608519366 creator A5079144509 @default.
- W608519366 date "1988-01-01" @default.
- W608519366 modified "2023-09-27" @default.
- W608519366 title "DEFORMATION CHARACTERISTICS OF ASPHALTIC CONCRETE MIXES UNDER STATIC UNIAXIAL COMPRESSION ---EXPO ON ASPHALT; 7TH AAPA INTERNATIONAL ASPHALT CONFERENCE, BRISBANE, AUSTRALIA, 7-11 AUGUST 1988." @default.
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