For a clayey soil, given: LL = 38, PI = 16, and G s = 2.68. If

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For a clayey soil, given: LL = 38, PI = 16, and G_s = 2.68. If a modified Proctor test is conducted, estimate w_opt and γ_d(max)γ_w. Use the method of Gurtug and Sridharan (2004).

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Principles Of Geotechnical Engineering

ISBN: 9780357420478

10th Edition

Authors: Braja M. Das

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Question Posted: Jul 04, 2022 01:04 AM

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For a clayey soil, given: LL = 38, PI = 16, and G s = 2.68. If

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From Figure 931 the critical effective stress is given by c 02 x 38 107 x 103 x16 x ...View the full answer

Principles Of Geotechnical Engineering

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