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- W567224062 abstract "A one-half 2 to the 7th power fractional factorial experiment design wa used to evaluate the effect of soil type, lime content, molding moisture content, modification curing time, bituminous emulsion type, bituminous emulsion content, and curing temperature on the unconfined compressive strength of compacted specimens after a four-week postcompaction curing period. Analysis-of-variance techniques were used to determine the significant main effects, two-factor interactions, and three-factor interactions at alpha levels of 1 and 5 percent. In general, for the range of variables used in this research, the unconfined compressive strength of lime-bituminous-emulsion-stabilized soils was increased by using (a) 8 percent lime rather than 3 percent lime, (b) 20 percent molding moisture rather than 15 percent molding moisture, (c) curing temperature of 110 deg F rather than 75 deg F, (d) chloritic clay rather than a smectic clay, (e) two-day modification curing period after lime pretreatment of the smectic clay, and (f) SS-2 asphaltic emulsion instead of the CRS-2 emulsion. The correct emulsion content percentage appears to be a function of the individual soil type. (Author)" @default.
- W567224062 created "2016-06-24" @default.
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- W567224062 date "1982-01-01" @default.
- W567224062 modified "2023-09-26" @default.
- W567224062 title "FACTORS AFFECTING UNCONFINED COMPRESSIVE STRENGTH OF LIME-BITUMINOUS-EMULSION-TREATED CLAY (ABRIDGMENT)" @default.
- W567224062 hasPublicationYear "1982" @default.
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