Q. The Terzaghi's general bearing capacity equation for a continuous footing is given by (where Nc, 2V& and Ny are bearing capacity factors.)

View solution

Q. The following expression is used for

View solution

Q. If Cv is the coefficient of consolidation, t is the time and d is drainage path of one dimensional consolidation of soil, the time factor Tv, is given by

View solution

Q. If e0, e, σ', σ0' have their usual meanings, the coefficient of compressibility (ac), is given by

View solution

Q. The coefficient ka of the active earth pressure, is given by

View solution

Q. If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient

View solution

Q. A suspended particle falls through a height H cm in water in t minutes. If the viscosity of water is η and specific gravity of the particle is G, the diameter of the particle is (where M is a constant factor)

View solution

Q. Laplacian fundamental equation for a non-compressible flow in three dimensions, is

View solution

Q. If β is the surcharge angle of a backfill with an angle of internal friction φ, the coefficient of active earth pressure given by Rankine's theory, is :

View solution

Q. According to Rankine's fromula, the minimum depth of foundation

View solution

Q. If the bulk density of the soil is ρ and water content ω, then dry density of the soil, is

View solution

Q. The area of cross-section A at failure or during any stage of Triaxial Compression Test and its initial length (L) and volume (V), are related by the equation

View solution

Q. The intensity of vertical pressure at a depth Z directly below the point load Q on its axis of loading is :

View solution

Q. Stoke's law sates that the velocity at which a grain settles out of suspension, the other factors remaining constant, is dependent upon

View solution

Q. Pick up the correct statement from the following:

View solution

Q. Pick up the correct statement from the following :

View solution

Q. The liquid limit and plastic limit exist in

View solution

Q. Pick up the clay soil group which does not swell when wet from the following :

View solution

Q. Factor of safety against sliding of a slope, is the ratio of

View solution

Q. The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known

View solution