Refer to Figure 11.43. A square rigid foundation measuring 1.8 m = 1.8 m in plan is

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Refer to Figure 11.43. A square rigid foundation measuring 1.8 m = 1.8 m in plan is supported by 8 m (H) of layered soil with the following characteristics:

Given that P = 450 kN; Df = 1 m; and Î¼s = 0.3 for all layers, estimate the elastic settlement of the foundation.

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Principles of Geotechnical Engineering

ISBN: 978-1133108665

8th edition

Authors: Braja M.Das

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Question Posted: Apr 30, 2016 02:05 PM

A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, ÎÏ, on the foundation....
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Refer to Figure 11.43. A square rigid foundation measuring 1.8 m = 1.8 m in plan is

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Layer type Loose sand Medium clay Dense sand (KN/m3 17.6 18.3 19.1 Thickness (m) 0-2 E, KN/ 20,680 7580 58,600 2 4.5 4.5-8 Foundation Soil 01 L, Poisson's ratio E modulus of elasticity

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Principles of Geotechnical Engineering

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