Answer Happy

For the mat foundation shown in the figure below: A. Calculate the depth of embedment for fully compensated foundation. B. Fined the pressure below point A,B,c and D. C. Draw the SFD for the strip ABCD. D. For the profile shown below, calculate the primary consolidation settlement for clay layer using De = 1.5m D-77 6m - 6m OD T Sand 1000 1300N 12001 3m y = 17 kN/m 5m + 10 UN 14001N 13001 Y = 18 kN/m C = 50 kN/m? Ce = 0.32, C, = 0.06 en = 0.8.0CR = 0.2 5m 5m 0.8m EDS 900 N 1100 KN 1200 N Sand -3m-
For the Soil profile given below, determine the net allowable bearing capacity of the isolated rectangular footing (2.5m x 3m) that subjected to a given load as shown. Use FS=3 800 KN 60% 1.2 m $ = 20 C= 35 kN/m2 Ý= 16kN/m 1.1- -1.9 $ = 32 C=0.0 Y= 18 kN/m 2.7 Yout= 19.5 kN/m