A plan calls for a square foundation measuring 3 m 3 m supported by a layer of sand (see Figure 9 7) Let D f 1 5 m, t 0 25 m, E o 16,000 kN m 2 , k 400 kN m 2 m, m s 0 3, H 20 m, E f 15 10 6 kN m 2 , and q o 150 kN m 2 Calculate the elastic settlement Use Eq (9 27) Eq (9 27) q B Ic r E (1 p) S 3D E,

Question: A plan calls for a square foundation measuring 3 m 3 m supported by a layer of sand (see Figure 9.7). Let D f

A plan calls for a square foundation measuring 3 m × 3 m supported by a layer of sand (see Figure 9.7). Let D_f = 1.5 m, t = 0.25 m, E_o = 16,000 kN/m², k = 400 kN/m²/m, m_s = 0.3, H = 20 m, E_f = 15 × 10⁶ kN/m², and q_o = 150 kN/m². Calculate the elastic settlement. Use Eq. (9.27).

Eq. (9.27)

q.B.Ic!r!E (1 – p) S. %3D E,

q.B.Ic!r!E (1 p) S. %3D E,

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