A plan calls for a square foundation measuring 3 m 3 3 m supported by a layer of sand (see...
7.7 A plan calls for a square foundation measuring 3 m 3 3 m supported by a layer of sand (see Figure 7.5). Let Df 5 1.5 m, t 5 0.25 m, Eo 5 16,000 kN/m2, k 5 400 kN/m2/m, ms 5 0.3, H 5 20 m, Ef 5 15 3 106 kN/m2, and qo 5 150 kN/m2. Calculate the elastic settlement. Use Eq. (7.17).
7.8 Solve Problem 7.4 with Eq. (7.20). Ignore the correction factor for creep. For the unit weight of soil, use g 5 115 lb/ft3.
7.9 Solve Problem 7.8 using Eq. (7.29). Ignore the post-construction settlement.
7.10 A continuous foundation on a deposit of sand layer is shown in Figure P7.10 along with the variation of the cone penetration resistance qc. Assuming g 5 18 kN/m3 and creep is at the end of ten years after construction, calculate the elastic settlement of the foundation using the strain influence factor method.
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