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- W598412998 abstract "When used as granular base course, certain Saskatchewan aggregates are not sufficiently stable to withstand the relatively few passes of construction equipment without undergoing severe deformation. To overcome this problem, low amounts of asphalt have been added to the in-place base course using compaction water as the medium. Uncertainties regarding the amounts of asphalt to be added for temporary stabilization led to a laboratory research to evaluate the effects of small amounts of emulsified asphalt on residual and resilient stress-strain characteristics of aggregates subjected to repetitive axial loading. Five asphalt contents were evaluated for five plasticity indices under three principal triaxial stress ratios. The results indicated that low amounts of asphalt could not offset the detrimental effects of high plasticity index on residual strain, resilient strain, and resilient modulus. Only after sufficient asphalt had been added to form continuous films between aggregate particles did beneficial effects begin to show, and this amount is regarded as an uneconomical treatment for the intended purpose." @default.
- W598412998 created "2016-06-24" @default.
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- W598412998 date "1974-03-01" @default.
- W598412998 modified "2023-09-23" @default.
- W598412998 title "STRESS-STRAIN CHARACTERISTICS OF ASPHALT-TREATED AGGREGATES SUBJECTED TO REPETITIVE LOADING" @default.
- W598412998 hasPublicationYear "1974" @default.
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