If the sample of Problem 13.15 was sheared un-drained and the induced pore pressure at failure was

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If the sample of Problem 13.15 was sheared un-drained and the induced pore pressure at failure was 200 kPa, estimate the principal stress difference at failure. What would be the angle of shearing resistance in terms of total stresses?

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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 09:04 AM

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If the sample of Problem 13.15 was sheared un-drained and the induced pore pressure at failure was

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3f 1000 kPa 383 o u f 200 kPa Eq 1116 1 3 t...View the full answer

An Introduction to Geotechnical Engineering

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