Question

The stress condition during plastic equilibrium in terms of tangent of angle is _______

a.

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

b.

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

c.

\(σ_1=2c \,tan⁡(45°+\frac{φ}{2})+σ_3\)

d.

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

Posted under Foundation Engineering

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

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Q. The stress condition during plastic equilibrium in terms of tangent of angle is _______

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