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

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

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In passive state, the minor principal stress σ₃ is _____

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

The ratio of horizontal stress σ_h to vertical stress σ_v is ___

For cohesion-less soil

the ratio of major to minor principal stress is ______

Earth Pressure and Failure Envelope

Foundation-Engineering-Mcqs

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

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

All Chapters

Earth Pressure and Failure Envelope

Bearing Capacity

Shallow Foundations

Pile Foundations

Well Foundations

Sub-Soil Exploration and Stabilization of Soils

Stability of Slopes

Similar Question

Guest You need to login to ask any Questions from chapter Earth-Pressure-and-Failure-Envelope of Foundation-Engineering-Mcqs

Chapter:

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

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

All Chapters

Earth Pressure and Failure Envelope

Bearing Capacity

Shallow Foundations

Pile Foundations

Well Foundations

Sub-Soil Exploration and Stabilization of Soils

Stability of Slopes

Similar Question

In passive state, the minor principal stress σ3 is _____

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

The ratio of horizontal stress σh to vertical stress σv is ___

For cohesion-less soil

the ratio of major to minor principal stress is ______

Earth Pressure and Failure Envelope

Foundation-Engineering-Mcqs

Guest
You need to login to ask any Questions from chapter Earth-Pressure-and-Failure-Envelope of Foundation-Engineering-Mcqs

In passive state, the minor principal stress σ₃ is _____

The ratio of horizontal stress σ_h to vertical stress σ_v is ___