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- W796981543 abstract "Small scale repetitive plate loadings in the laboratory lead not only to an understanding of the relationship between repetition of load and settlement, but of recovery, analogous to Benkelman beam recovery. It is shown that, with both subgrade and granular bases, this recovery reduces with repetition of load. To confirm these findings a comparison was made with four year deflection measurements on roads with gravel bases under surface dressing, and it appears that there is a long term reduction in deflection with the age of pavements. It was also shown on a road cross section study that deflection was lowest where traffic repetition was highest. This evidence negates conventional asphaltic overlay design procedures, based on premix surfaced roads, and shows that overlay design for low traffic roads cannot be based on deflection studies. The laboratory data also indicates that long term settlement cannot be extrapolated from the applications of a few loadings in plate bearing tests but rather that repetitive loading of at least 10000 cycles is required. (a) (TRRL)" @default.
- W796981543 created "2016-06-24" @default.
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- W796981543 date "1982-01-01" @default.
- W796981543 modified "2023-09-26" @default.
- W796981543 title "REPETITIVE LABORATORY PLATE LOADINGS AND IMPLICATIONS ON PAVEMENT PERFORMANCE AND OVERLAY DESIGN" @default.
- W796981543 hasPublicationYear "1982" @default.
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