A plastic-limit test has the following results: Wet weight + container = 23.12 g Dry weight +

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A plastic-limit test has the following results:
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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An Introduction to Geotechnical Engineering

ISBN: 978-0132496346

2nd edition

Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan

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Question Posted: Mar 06, 2018 08:45 AM

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A plastic-limit test has the following results: Wet weight + container = 23.12 g Dry weight +

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W w 2312 2084 228g W s 2084 1...View the full answer

An Introduction to Geotechnical Engineering

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