Determination of the 0.02 mm Fraction in Granular Soilsby R.W. Johnson,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1957, Vol. 83, Issue 3, Pg. 1-10
Document Type: Journal Paper
Abstract: Method of using statistical analysis to determine constant representing ratio of percent of material finer than .02 mm to percent passing No. 200 sieve; results and accuracies of tests on 24 granular soils are given, together with values for constant.
Subject Headings: Granular soils | Soil analysis | Granular materials | Material tests | Soil tests |
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