A rigid footing with B = 3m and L = 4m carries a total load of P = 890kN as shown.A.) Determine the elastic settlement of the footing if the Poisson’s ratio (µs) of soil = 0,32, modulus of elasticity of soil Es = 15900kPa, Influence factor Ip = 0.88. B.) Compute the primary consolidation settlement of clay layer if it is normally consolidated.C.) Compute the total consolidation of the clay 6 years after the completion of primary consolidation settlement. Time for completion of primary settlement is 2 years.Extracted text: P= 890kN LOOSE 1.5m SAND Teny= 16.2 kN/m 3m 1.5m V GWT Yan = 18 kN/m 2m T= 19.4 kN/m CLAY 3m e, = 0.6 LL = 45 ROCK

A rigid footing with B = 3m and L = 4m carries a total load of P = 890kN as shown. A.) Determine the elastic settlement of the footing if the Poisson’s ratio (µs) of soil = 0,32, modulus of elasticity...

A rigid footing with B = 3m and L = 4m carries a total load of P = 890kN as shown.
A.) Determine the elastic settlement of the footing if the Poisson’s ratio (µs) of soil = 0,32, modulus of elasticity of soil Es = 15900kPa, Influence factor Ip = 0.88.

B.) Compute the primary consolidation settlement of clay layer if it is normally consolidated.
C.) Compute the total consolidation of the clay 6 years after the completion of primary consolidation settlement. Time for completion of primary settlement is 2 years.

Extracted text: P= 890kN LOOSE 1.5m SAND Teny= 16.2 kN/m 3m 1.5m V GWT Yan = 18 kN/m 2m T= 19.4 kN/m CLAY 3m e, = 0.6 LL = 45 ROCK

Jun 10, 2022