Refer to Figure 9.7. Estimate the elastic settlement of the foundation in sand for the following data

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Refer to Figure 9.7. Estimate the elastic settlement of the foundation in sand for the following data using the method of Mayne and Poulos [Eq. (9.27)].

Foundation: length L = 3 m, width B = 2 m, depth D_f = 1 m, thickness t = 0.25 m, E_f = 25 × 10³MN/m²

Loading: net applied pressure q_o = 125 kN/m²

Sand: H = 3 m, µ_s = 0.2, E_o = 12 MN/m², k = 400 kN/m²/m

Figure 9.7.

Be E E. - E, Compressible H soil layer E, E, = E, + kz Rigid layer Depth, z

Eq. (9.27)

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 02:37 AM

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Refer to Figure 9.7. Estimate the elastic settlement of the foundation in sand for the following data

Question:

Be E E. - E, Compressible H soil layer E, E, = E, + kz Rigid layer Depth, z

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To estimate the elastic settlement of the foundation using the method of Mayne and Poul...View the full answer

Principles Of Foundation Engineering

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