A 4m square footing is located in a dense sand at a depth of 3m. Determine the ultimate bearing capacity of the footing in kPa when the water table is 1m below the ground level.
Given, moist unit weight of soil above water table is 18 kN/m3 and saturated unit weight is 20 kN/m3
\(\phi = 35^\circ ,\;{C_u} = 0,\;{N_q} = 33\;and\;{N_\gamma } = 34,\;Take\;{\gamma _w} = 10\;kN/{m^3}\)
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