Estimate elastic settlement of foundation

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Reference no: EM13947825

A shallow foundation supported by a silty sand is shown in Figure 7.5. Given: Length: L 5 2 m

Width: B 5 1 m

Depth of foundation: Df 5 1 m Thickness of foundation: t 5 0.23 m Load per unit area: qo 5190 kN/m2

Ef 5 15 3 106 kN/m2

The silty sand has the following properties:

H 5 2 m

ms 5 0.4

Eo 5 9000 kN/m2

k 5 500 kN/m2/m

Using Eq. (7.17), estimate the elastic settlement of the foundation.

Reference no: EM13947825

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