Question

In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

a.

major principal stress is horizontal

b.

minor principal stress is vertical

c.

major principal stress is vertical

d.

minor and major principal stresses are equally inclined to horizontal.

Posted under Civil Engineering

Answer: (c).major principal stress is vertical

Interact with the Community - Share Your Thoughts

Uncertain About the Answer? Seek Clarification Here.

Understand the Explanation? Include it Here.

Q. In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

Similar Questions

Explore Relevant Multiple Choice Questions (MCQs)

Q. The zero atmospheric pressure is at

Q. A soil mass coated with a thin layer of paraffin weighs 460 g. When immersed, it displaces 299 cc of water. The weight of paraffin is 10 g. If specific gravity of solids is 2.5 and that of paraffin 0.9, the void ratio of soil, is

Q. Pick up the incorrect definition from the following:

Q. In a fow net

Q. The ratio of the volume of water present in a given soil mass to the total volume of its voids, is known

Q. The method of the slices is applicable to

Q. When the seepage pressure becomes equal to the pressure due to submerged weight of a soil, the effective pressure is reduced to zero and the soil particles have a tendency to move up in the direction of flow. This phenomenon is generally known

Q. The phreatic line in an earth dam may be

Q. Pick up the correct statement from the following:

Q. The shearing strength of a cohesion-less soil depends upon

Q. Pick up the correct statement from the following:

Q. The shear strength of a soil

Q. The property of a soil which permits water to percolate through it, is called

Q. The triaxial apparatus is usually used for

Q. A pycnometer is used to determine

Q. The reduction in volume of soil due to squeezing out of water from the voids, is termed

Q. 'Drift' is the material picked up, mixed, disintegrated, transported and redeposited by

Q. The consistency index of a soil is defined as the ratio of

Q. The shear strength in plastic undrained clay, is due to

Q. Pick up the correct statement from the following:

Recommended Subjects

Are you eager to expand your knowledge beyond Civil 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!