A plastic-limit test has the following results: Wet weight + container = 23.12 g Dry weight +
Question:
Wet weight + container = 23.12 g
Dry weight + container = 20.84 g
Container weight = 1.46 g
Compute the PL of the soil. Can the plastic limit be evaluated by a one-point method?
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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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