For a base failure of a slope, depth factor

More Questions from Soil Mechanics and Foundation Engineering

• When the seepage pressure becomes equal to the pressure due to submerged weight of a soil, the effective pressure is reduced to zero and the soil particles have a tendency to move up in the direction of flow. This phenomenon is generally known
• In a fow net
• A soil mass coated with a thin layer of paraffin weighs 460 g. When immersed, it displaces 299 cc of water. The weight of paraffin is 10 g. If specific gravity of solids is 2.5 and that of paraffin 0.9, the void ratio of soil, is
• The triaxial apparatus is usually used for
• 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
• The coefficient ka of the active earth pressure, is given by
• 'Drift' is the material picked up, mixed, disintegrated, transported and redeposited by
• The consistency index of a soil is defined as the ratio of
• If e0, e, σ', σ0' have their usual meanings, the coefficient of compressibility (ac), is given by
• If the coefficient of the active pressure Ka is 1/3, the coefficient of passive pressure Kp, is

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