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Civil EngineeringQ&A Library9.14 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.Start your trial now! First week only $4.99!*arrow_forward*

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CEN 333 Geotechnical

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