A rectangular footing with dimensions of (6 m x 3m) is founded at a depth of 1.5 m from

Compute the bearing capacity for a continuos wall footing having a width of 2.44m. The soil has a cohesion of 20kPa and a friction angle, φ’ = 17 o . The foundation soil is dense with a unit weight of 19kN/m3. The depth of footing is 1m, 2m and 3m. Water table is located 1m below the ground surface

A rectangular footing of 4m × 3m is founded at a depth of 2m below the ground surface in a (C-$) soil having a cohesion c=32 kN/m^2 and angle of shearing resistance,  $= 25°. The water table is at a depth of 6m below ground level. The unit weight of soil above the water table is 17 kN/m^3. Determine -(Using Meyerhof's bearing capacity factors)  (1) The ultimate bearing capacity of the soil  (2) The net bearing capacity  (3) The net ultimate bearing pressure