A plan calls for a square foundation measuring 3 m 3 m supported by a layer
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A plan calls for a square foundation measuring 3 m × 3 m supported by a layer of sand (see Figure 9.7). Let Df = 1.5 m, t = 0.25 m, Eo = 16,000 kN/m2, k = 400 kN/m2/m, ms = 0.3, H = 20 m, Ef = 15 × 106 kN/m2, and qo = 150 kN/m2. Calculate the elastic settlement. Use Eq. (9.27).
Eq. (9.27)
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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