Q. State of equilibrium is fully developed in which of the following bearing capacity failures?

View solution

Q. An analysis of the condition of complete bearing capacity failure is usually termed as ___________

View solution

Q. The concept of analysis of bearing capacity failure was first developed by ___________

View solution

Q. For purely cohesive soil, the bearing capacity is given by which of the following equation?

View solution

Q. The parameters Nc, Nq, Nγ in the equations of bearing capacity failure are known as _________

View solution

Q. For purely cohesive soil, local shear failure may be assumed to occur when the soil is ___________

View solution

Q. Which of the following is a limitation, of assumption in Terzaghi’s analysis?

View solution

Q. Which of the following are original Terzaghi values for Nγ?

View solution

Q. According to the assumptions in Terzaghi’s analysis, the soil is _______________

View solution

Q. The Terzaghi’s general bearing capacity equation is represented as ___________

View solution

Q. Local shear failure generally occurs in ___________

View solution

Q. The curve for Nq and Nγ for the transition state from φ = 28° and φ = 38° was given by __________

View solution

Q. Terzaghi’s bearing capacity equation is not applicable for ____________

View solution

Q. For purely cohesive soil, Nc has a maximum value of ___________ for square footing.

View solution

Q. The Brinch Hansen shape factor can be applied to ___________ for the case of rectangular footing.

View solution

Q. Hansen considered the bearing capacity as a ____________

View solution

Q. Bowel suggested that the increase in φ in plane-strain case can be computed only for φ greater than ____________

View solution

Q. Skempton observed that the factor Nc increases with the ratio ___________

View solution

Q. When D=0, the value of Nc for strip footing will be ____________

View solution

Q. Which of the following value can be taken [Nc] surface for surface footing?

View solution