Question

CEN 333 Geotechnical

9.14 The soil profile for a future building construction site is shown in the
following figure. The proposed footing is a 6.0 m diameter circular one
with q = 200 kN/m2 as shown. Estimate the final primary consolidation
settlement of the 5 m thick normally consolidated clay layer.
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Transcribed Image Text

9.14 The soil profile for a future building construction site is shown in the following figure. The proposed footing is a 6.0 m diameter circular one with q = 200 kN/m2 as shown. Estimate the final primary consolidation settlement of the 5 m thick normally consolidated clay layer.

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