Question: PROBLEM 13: Settlements using Christian and Carrier and Skempton-Bjerrum methods Craig and Knappett P309 Example 8.5 A 6

\ \ \ PROBLEM 13: Settlements using Christian and Carrier and \ Skempton-Bjerrum methods \ \ Craig and Knappett P309\ Example 8.5 \ A 6 m \\\\times 6m footing carrying a net pressure of 160 kPa is located at a \ depth of 2 m in a deposit of stiff clay 17 m thick. A firm stratum lies \ immediately below the clay. From oedometer tests on specimens of the \ clay, the value of m\ v\ was found to be 0.13 m\ 2\ /MN, while from triaxial \ tests the value of pore pressure coefficient A was found to be 0.35. The \ undrained Youngs modulus for the clay is estimated to be 55 MPa. \ Determine the total settlement under the centre of the footing.

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