A specimen of sand failed when (1 - 3) was 750 kPa. If the hydrostatic consolidation stress

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A specimen of sand failed when (σ1 - σ3) was 750 kPa. If the hydrostatic consolidation stress was 250 kPa, compute the angle of shearing resistance of the sand. What else can you say about the sand?

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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 specimen of sand failed when (1 - 3) was 750 kPa. If the hydrostatic consolidation stress

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3f 450 1 3 f 750 Center 45...View the full answer

An Introduction to Geotechnical Engineering

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