Do Problems 12.17 and 12.18 for the data shown in Fig. 12.6(a). Use c = 1.0
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Do Problems 12.17 and 12.18 for the data shown in Fig. 12.6(a). Use σ c = 1.0 MPa.?
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6.0 0.1 0.3 5.0 1.0 4.0 2.0 29 3.9 3.0 7.8 13.7 2.0 All samples dense e. = 0.61, D, = 100% o (MPa) 1.0 15 10 20 25 30 35 40 Axial strain, e (%) Principal stress ratio
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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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