During the state of shear failure, which of the following principal stress relationship exist?

In general shear failure, continuous failure is developed between __________

The value of shape factor S c, S q and S γ for circular base is _____

The term ‘i’ in Hansen equation represents _______

The depth factor can be applied to footing only when _______

When a state of equilibrium is reached under the footing?

The plate load test is essentially a _______

According to the assumptions in Terzaghi’s analysis, the soil is ___________