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Effect of geometric characteristics of coarse aggregates on compaction characteristics of soil-aggregate mixtures
Six coarse aggregate materials with discernible geometric characteristics, including pit-run gravel and crushed stone materials, were used in study; "particle index" test, developed at University of Illinois was used for quantitative evaluation; results show that volume of voids in soil aggregate mixture of given gradation under standard laboratory compactive condition decreases linearly with decreasing values of particle index of coarse aggregates.
Effect of geometric characteristics of coarse aggregates on compaction characteristics of soil-aggregate mixtures
Six coarse aggregate materials with discernible geometric characteristics, including pit-run gravel and crushed stone materials, were used in study; "particle index" test, developed at University of Illinois was used for quantitative evaluation; results show that volume of voids in soil aggregate mixture of given gradation under standard laboratory compactive condition decreases linearly with decreasing values of particle index of coarse aggregates.
Effect of geometric characteristics of coarse aggregates on compaction characteristics of soil-aggregate mixtures
Nat Research Council -- Highway Research Board -- Research Rec
Huang, E.Y. (author) / Squier, L.R. (author) / Triffo, R.P. (author)
1963
10 pages
Report
English
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