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- W837778899 abstract "Recent unexpected failures of crushed rock road pavements have prompted the Queensland Department of Transport (DOTQ) to undertake a comprehensive field and laboratory investigation into the deformational behaviour of crushed rocks. This paper presents the results of the laboratory investigations into the behaviour of some crushed rocks which have shown adverse performance, along with a proven material to serve as a reference. The laboratory investigations have shown that quasi- undrained states are likely to develop in crushed rock road pavements leading to excessive permanent (plastic) strains in the early life of a pavement. The degree of saturation has been shown to correlate well with the deformational behaviour. Construction control by regulating saturation level at the time of sealing has been shown to avoid the development of excessive plastic strains and is recommended for field practice. For the covering entry of this conference, see IRRD abstract number 843191." @default.
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- W837778899 date "1992-01-01" @default.
- W837778899 modified "2023-09-23" @default.
- W837778899 title "A LABORATORY INVESTIGATION INTO THE FAILURE OF SOME CRUSHED ROCK BASE MATERIALS" @default.
- W837778899 hasPublicationYear "1992" @default.
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