A sub-rounded to sub-angular sand has a D10 of about 0.1 mm and a uniformity coefficient of

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A sub-rounded to sub-angular sand has a D10 of about 0.1 mm and a uniformity coefficient of 3. The angle of shearing resistance measured in the direct shear test was 47°. Is this reasonable? Why or why not?

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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 09:03 AM

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A sub-rounded to sub-angular sand has a D10 of about 0.1 mm and a uniformity coefficient of

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An Introduction to Geotechnical Engineering

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