A. Determine the equivalent unit weight under its weakest state in the verification of the location of failure zone B. Determine the equivalent cohesion in the verification of the location of failure zone C. Ultimqte bearing capacity using terzaghi's equation D. Gross soil bearing capacity

Gs e Strength of soil was found at 2 below the foundation, IF B-2.0m, L=3.2m, Depth of footing is 3m. The ground water table was found at 1.37m below the ground. Depth (m) 5 6 8.5 11.5 13.5 15.5 18 20 H. 0 (kPa) (deg) 20 25 22 27.5 14 29 16 30.2 11 31 11 35 11 35 10 38 UNE 2.6 0.4822 2.7 0.3681 2.63 0.3118 2.63 0.3118 2.63 0.3118 2.63 0.3118 2.65 0.5104 2.68 0.352 - Gs e Strength of soil was found at 2 below the foundation, IF B-2.0m, L=3.2m, Depth of footing is 3m. The ground water table was found at 1.37m below the ground. Depth (m) 5 6 8.5 11.5 13.5 15.5 18 20 H. 0 (kPa) (deg) 20 25 22 27.5 14 29 16 30.2 11 31 11 35 11 35 10 38 UNE 2.6 0.4822 2.7 0.3681 2.63 0.3118 2.63 0.3118 2.63 0.3118 2.63 0.3118 2.65 0.5104 2.68 0.352