For the design of a shallow foundation, given the following: Soil: ' = 20 c' = 72

For the design of a shallow foundation, given the following:

Soil: ϕ' = 20°

c' = 72 kN/m²

Unit weight, γ = 17 kN/m³

Modulus of elasticity, E_s = 1400 kN/m²

Poisson’s ratio, µ_s = 0.35

Foundation: L = 2 m

B = 1 m

D_f = 1 m

Calculate the ultimate bearing capacity. Use Eq. (6.42).

Eq. (6.42)

Transcribed Image Text:

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