Determine the safe load that can be carried by a circular footing (diameter = 1.5 + 0.0177) om founded at a depth of 0.9m in a soil with whesion= and 4 = 100 Water table is at a depth of 2.8m beneath the surface. However, the soil above water table is also saturated 17kN/m) due to capillarity. Nc = 9.6, N = 217, N = 1.2. Assume general shear failure to materialise in the field and take fos against Shear failure as 8. What will be the % reducth in net safe bearing capacity, if water table rises to the ground surface?. (rsat