Refer to Fig 8 5a Determine (a) Using log interpolation between 100 and 1000, determine the v value at a vertical strain, v 20 (b) If the initial void ratio, e o 2 6, determine Cr and Cc for this soil For Cc use the portion of the curve between v 100 and 500 kPa (c) If the original clay layer thick...

a There are various approaches for interpolating logarithmic scale ...

Refer to Fig. 8.5a. Determine: (a) Using log interpolation between 100 and 1000, determine the v

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Refer to Fig. 8.5a. Determine:

(a) Using log interpolation between 100 and 1000, determine the σ_v value at a vertical strain, ε_v = 20%.

(b) If the initial void ratio, e_o = 2.6, determine Cr and Cc for this soil. For Cc use the portion of the curve between σ_v = 100 and 500 kPa.

(c) If the original clay layer thickness is 9.5 m, determine the settlement that occurs in the layer when it is loaded from 200 to 400 kPa. [You don't need the results from part (b) to do this]

2.6 2.4 10 2.2 Laboratory virgin compression curve • 2.0 1.8 1.6 30 1.4 1.2 40. 10 1.0 100 1000 100 1000 Effective con

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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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Refer to Fig. 8.5a. Determine: (a) Using log interpolation between 100 and 1000, determine the v

Question:

2.6 2.4 10 2.2 Laboratory virgin compression curve • 2.0 1.8 1.6 30 1.4 1.2 40. 10 1.0 100 1000 100 1000 Effective consolidation stress, e (kPa) Effoctive consolidation stress, e (kPa) (a) (b) Vertical strain, , (%) Void ratio, e

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a There are various approaches for interpolating logarithmic scale...View the full answer

An Introduction to Geotechnical Engineering

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