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- W2000789781 abstract "Traditional flexible pavement design emphasizes pavement layer fatigue under repeated traffic loading, but the majority of Australian rural roads consist of bituminous surfaced unbound granular base. The performance of such pavements depends upon complex environmental factors including shrinkage and swelling of the subgrade. This paper briefly explains the structural response of a pavement base layer under applied tensile forces in a laboratory set-up. The research involves a 100mm thick fine crushed rock pavement layer, which has been stretched horizontally by the opening of a crack in the underlying subgrade and the tensile force–displacement responses were observed in the laboratory. Experimental results show higher tensile resistance of geosynthetics (geotextile, geogrid) inclusion in the pavement base and such high tensile responses will significantly influence the behavior of the pavement surfaces." @default.
- W2000789781 created "2016-06-24" @default.
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- W2000789781 date "2003-02-01" @default.
- W2000789781 modified "2023-09-26" @default.
- W2000789781 title "A laboratory study on the tensile response of unbound granular base road pavement model using geosynthetics" @default.
- W2000789781 cites W2017157716 @default.
- W2000789781 doi "https://doi.org/10.1016/s0266-1144(02)00033-x" @default.
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