A soil proposed for a compacted fill contains 38% fines and 62% coarse material by dry weight.
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A soil proposed for a compacted fill contains 38% fines and 62% coarse material by dry weight. When the coarse fraction has w = 2.0%, its affinity for water is completely satisfied (that is, it is saturated but surface dry). The Atterberg limits of the fines are LL=31 and PL = 13. The soil is compacted by rolling to a ρd = 1.96 Mg/m3 at w = 15%.
(a) What is the water content of the fines in the compacted mass?
(b) What is the likely classification of the soil? (USCS and AASHTO)
(c) What is the liquidity index of the fines?
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a The mass of water in the coarse and fine fractions are symbolically defined here as M wc and M wf ...View the full answer
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Related Book For 
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
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