The critical exist gradient of seepage water in soils, increases with

Related MCQs

• The critical exist gradient of seepage water in soils, is
• During seepage through a soil, direction of seepage is always
• The seepage exit gradient in a soil is the ratio of
• For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
• A critical hydraulic gradient may occur when
• A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is
• The seepage force in a soil, is
• 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
• Rise of water table in cohesion-less soils upto ground surface reduces the net ultimate bearing capacity approximately by
• The weight of a pycnometer containing 400 g sand and water full to the top is 2150 g. The weight of pycnometer full of clean water is 1950 g. If specific gravity of the soil is 2.5, the water content is