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- W621222111 abstract "The effects of aggregate type and grading upon the performance of asphalt mixes were described. Aggregate grading effects were studied with the Marshall test procedure and dynamic creep testing, using four asphaltic concrete mixes differing mainly in the percentage of coarse particles. To investigate the effects of filler content on mix properties one of the mixes was selected and the filler content raised between 0 and 15%. Crushed limestone was used as aggregate and also as mineral filler. To study the effects of aggregate type two further aggregates, uncrushed gravel and sand were introduced to produce mixes composed of: crushed coarse aggregate and sand fine aggregate; gravel coarse aggregate and sand fine aggregate; and gravel course aggregate. All mixes had a 5% crushed limestone content. Two grades of binder were used: 50/60 and 80/100 per bitumen. Stability values and resistance to deformation increased, but optimum binder content decreased with an increase in the coarse aggregate of the mix. Mixes of coarse gradation also failed sooner under repetitive loading. An increase in filler content from an optimum of 8% decreased dynamic creep. Both an increase and a decrease in binder content from the optimum resulted in increased deformation. Crushed aggregates resisted deformation better than an irregular gravel or sand. (TRRL)" @default.
- W621222111 created "2016-06-24" @default.
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- W621222111 date "1988-01-01" @default.
- W621222111 modified "2023-09-26" @default.
- W621222111 title "SOME EFFECTS OF AGGREGATE CHARACTERISTICS ON ASPHALT MIXES" @default.
- W621222111 hasPublicationYear "1988" @default.
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