Question

The coefficient of earth pressure for passive state of plastic equilibrium is given by ________

a.

\(K_p=\frac{1}{tan^2 (45°+\frac{φ}{2})} \)

b.

\(K_p=tan^2 (45°+\frac{φ}{2})\)

c.

\(K_p=sin^2 (45°+\frac{φ}{2})\)

d.

\(K_p=\frac{1}{cot^2 (45°+\frac{φ}{2})} \)

Posted under Foundation Engineering

Answer: (b).\(K_p=tan^2 (45°+\frac{φ}{2})\)

Interact with the Community - Share Your Thoughts

Uncertain About the Answer? Seek Clarification Here.

Understand the Explanation? Include it Here.

Q. The coefficient of earth pressure for passive state of plastic equilibrium is given by ________

Similar Questions

Explore Relevant Multiple Choice Questions (MCQs)

Q. The coefficient of earth pressure for active state of plastic equilibrium in terms of sine function is _______

Q. The coefficient of earth pressure for passive state of plastic equilibrium in terms of sine function is _______

Q. During the active state of plastic equilibrium, the retaining wall moves _______

Q. During the passive state of plastic equilibrium, the retaining wall moves _______

Q. In active state of plastic equilibrium, the earth pressure on the wall ________

Q. In passive state of plastic equilibrium, the earth pressure on the wall ________

Q. In active state, the failure wedge shows ____________

Q. In passive state, the failure wedge shows ____________

Q. The theory of plasticity pertaining to soils is based on ___________

Q. On designing retaining walls it is necessary to take care of __________ exerted by soil mass.

Q. The material retained or supported by the retaining structure is called __________

Q. The coefficient of earth pressure when the soil is at equilibrium is ___________

Q. The computation of stress in plastic equilibrium is based on __________

Q. The wedge-shaped portion of the backfill tending to move with the wall is called _______

Q. In active stress, the major principal stress σ1 acting on the wall will be in __________ plane.

Q. The plastic state of stress was proposed by ___________

Q. The position of the backfill lying above the horizontal plane at the top of wall is called _________

Q. What will be the co-efficient of passive earth pressure, at a depth of 8m in cohesion less soil sand with an angle of internal friction of 30° when the water rises to the ground level?

Q. The coefficient of active earth pressure is_______ than the coefficient of passive pressure.

Q. The coefficient earth pressure at rest is _______________

Recommended Subjects

Are you eager to expand your knowledge beyond Foundation Engineering? We've handpicked a range of related categories that you might find intriguing.

Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!