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Engineering · Civil Engineering
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Use 3 sub-layers in the clay layer in the profile to the right to calculate primary consolidation caused by the applied load The 50,000 kN load is applied to the center of the rectangular footing with the dimensions of 10 mx 25 m. The clay layer is underlain by a layer of bedrock. 6. 8m Sand Ym: 20 kN/m3 Ysat: 30 kN/m3 SAND 5m Clay: Ysat: 25 kN/m3 Cc 0.55, CR 0.06 eo = 1.2, σ = 451 kN/m2 AOy15m

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