Determine the ultimate bearing capacity of a strip footing, 1.2 m wide and
having the depth of foundation of 1 m. use Terzaghi's theory and assume
general shear failure, take $ = 35°, Y= 18 kN/m, and c'= 15 kN/mº. Ans.
2070 kN/m2
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Answer: Determine the ultimate bearing capacity of a strip footing, 1.20 m wide and having the depth of foundation of 1.0 m. Use Terzaghi’s theory and assume shear failure. Take angle of shearing resistance 350, unit weight of soil 18 kN/m3 and c= 15 kN2. (Nc= 57.8 Nq=41.4, Nᵞ= 42.4)
Explanation:
2070 kn/m2
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