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- W562089098 abstract "Very little research has been done on the erodability of concrete pavement sub-base and improved subgrade materials; but experience has shown that the rate of development of deterioration of such pavements may vary up to a hundredfold from one section to another. This article presents the principal results obtained following very extensive laboratory experiments. The conclusions are directly useable in practice; they aim to minimise pumping and the creation of steps. The materials tested were lean concrete, gravel-cement mix, gravel-slag mix, gravel bitumen mix, treated silt, and untreated gravel. The variable parameters in the experiments were the proportion of cement, the quality of curing and compaction, the water content, and freezing and thawing cycles. It is shown that for sub-bases incorporating cement there is a critical proportion of binder below which erodability increases very rapidly. An in situ control test and a rapid method of calculation of erodability are proposed in this article. This study ties in with that concerning the hydraulics of pumping in concrete pavements. /Authors/" @default.
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- W562089098 date "1979-07-01" @default.
- W562089098 modified "2023-09-23" @default.
- W562089098 title "THE ERODABILITY OF CONCRETE PAVEMENT SUB-BASE AND IMPROVED SUBGRADE MATERIALS" @default.
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