Course Solutions Uncategorized (Solved) : Ne University Technology Science Engineering Technology Cve20004 Flexible Shallow Footing Q32431296 . . . .

(Solved) : Ne University Technology Science Engineering Technology Cve20004 Flexible Shallow Footing Q32431296 . . . .

 

ne University of Technology of Science, Engineering and Technology CVE20004 For the flexible shallow footing shown below, determine: (a) average consolidation settlement of layer 2 only assuming a 2:1 stress distribution, and (b) consolidation settlement of layer 2 only beneath the comer of the footing 400 kN Footing Area 1mx 1.5m Incompressible Drainage Material Layer 111m Layer 3 2m Layer 4 2m 1.4m Groundwater Leve Uniform Firm to Stff Clay day 14 kN/m cay-saturated 16 kN/m Estay 5,000 kPa Compression Index 0174 Initial Void Ratio 1.23 ....Layer 2f1m 6m Sand Layerne University of Technology of Science, Engineering

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