Q. The force acting on a wedge of soil are ____________

View solution

Q. The active lateral pressure of intact saturated clays is calculated by assuming __________

View solution

Q. The forces acting on the trial wedge which is used for finding Rankine’s active earth pressure is __________

View solution

Q. The Rankine’s active earth pressure can also be found out by method of _____________

View solution

Q. Based on the assumptions of the wedge theory, pressure distribution is assumed to be __________

View solution

Q. In Coulomb’s wedge theory, the angle λ is referred as ___________

View solution

Q. The φ-line in wedge theory can also be called as __________

View solution

Q. In coulomb’s wedge theory, the criterion for maximum active pressure is present at ___________

View solution

Q. Culmann’s solution can be conveniently used for _____________

View solution

Q. Culmann’s solution is based on ___________ theory.

View solution

Q. Which of the following effect of line load can be taken into account by Culmann’s graphical method?

View solution

Q. Rebhann’s graphical method can be used for the location of ____________

View solution

Q. Earth pressure for retaining walls, of less than 6m are obtained by _______________

View solution

Q. All available graphs and tables, used for finding earth pressure is based on __________

View solution

Q. Which of the following is not one of the criteria, for design of gravity dam?

View solution

Q. For the design of gravity dam, the minimum value of F(factor of safety) against sliding should be __________

View solution

Q. Positive projecting conduits are of ___________ types.

View solution

Q. The settlement ratio for a negative projecting conduit is __________

View solution

Q. The magnitude and direction of relative movements between the interior and exterior prisms of the conduits are dependent upon the ___________

View solution

Q. Critical plane in conduit is located at ___________

View solution