In local shear failure, the development of plastic equilibrium is __________

To determine _______________, the total load is divided by the safe bearing capacity of soil.</p>

The piles driven at an inclination to resist inclined loads are known as</p>

In general shear failure, continuous failure is developed between __________

The analytical methods used for finding bearing capacity of footing is based on _______

Terzaghi’s bearing capacity equation is not applicable for ________

A seating pressure of _______ is applied on the plate before starting the load test.

When a state of equilibrium is reached under the footing?