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- W586305915 abstract "This paper presents the results of a laboratory study concerning the effects of the geometric characteristics of coarse aggregates on the strength characteristics of soil-aggregate mixtures. These geometric characteristics were determined by the particle-index test, developed at the University of Illinois particularly for this purpose. A total of five coarse-aggregate materials with discernible geometric characteristics, including pit-run gravel, crushed stone, and mine-chat materials, were used. Each coarse aggregate was combined with various percentages of finer aggregate and soil materials to form three different gradations. The strength characteristics of these mixtures were determined by drained triaxial compression tests. Each mixture was tested at its maximum density and optimum moisture content, as determined according to AASHO Designation: T-99-57. The results of this investigation show that the maximum principal stress difference in the soil-aggregate mixtures increases, at all confining pressures, with increasing particle index of the coarse aggregates. The effect of the particle index of aggregates on the stress difference appears greater for greater confining pressures and increases amounts of coarse aggregates in the mixture. The data also reveal that an almost linear relationship exists between the angles of shearing resistance of the soil-aggregate mixtures and the particle index of the coarse aggregates contained in the mixtures. The conclusion that the strength characteristics of a soil-aggregate fraction appears to be deserving of some consideration in the design of mixtures for resistance displacement." @default.
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- W586305915 date "1965-01-01" @default.
- W586305915 modified "2023-09-27" @default.
- W586305915 title "EFFECT OF GEOMETRIC CHARACTERISTICS OF COURSE AGGREGATES ON STRENGTH OF SOIL-AGGREGATE MIXTURES" @default.
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