Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1 m 7/8 D N₂ = 26 N₁ = 14.5 N₂ = 10.9 c=17.5 kN/m² Y=16.8 kN/m (2m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N = 30, N, 18.4, N., = 15.1 3 A There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m² Correct Option Water table correction factor applied for given condition is 0.75. Correct Option

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.