Question

For cohesion-less soil, the ratio of major to minor principal stress is __________

a.

\(\frac{σ_1}{σ_3} = cos^2 (45°+\frac{φ}{2})\)

b.

\(\frac{σ_1}{σ_3} = sin^2 (45°+\frac{φ}{2})\)

c.

\(\frac{σ_1}{σ_3} = tan^2 (45°+\frac{φ}{2})\)

d.

\(\frac{σ_1}{σ_3} = tan^2 (45°-\frac{φ}{2})\)

Posted under Foundation Engineering

Answer: (c).\(\frac{σ_1}{σ_3} = tan^2 (45°+\frac{φ}{2})\)

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Q. For cohesion-less soil, the ratio of major to minor principal stress is __________

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