A 2-m-thick fill is constructed at the surface of the soil profile of Example 6.8. If the

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A 2-m-thick fill is constructed at the surface of the soil profile of Example 6.8. If the clay is slightly over-consolidated, estimate the change in pore pressure at point A of Fig. Ex. 6.8.?
P3 = 2.70 Mg/m3 Sand 2 m n= 0.5 = 2.0 Mg/m? Psat 4 m Clay FIGURE Ex. 6.8
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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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