The submerged or buoyant unit weight of soil is equal to the

Related MCQs

• The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of
• The dry density of a soil is 1.5 g/cm3. If the saturation water content is 50%, then its saturated density and submerged density will respectively be
• For a given soil mass, the void ratio is 0.60, water content is 18% and specific gravity of the soil particles is 2.6. The degree of saturation of the soil is
• The ratio of the unit weight of soil solids to that of water is called
• The unit weight of soil mass is expressed in
• The dry density of a soil is same as the unit weight of solids.
• The unit weight of a soil at zero air voids depends upon
• The change in volume of soil per unit of initial volume due to a given unit increase in pressure is called
• According to Terzaghi's equation, the bearing capacity of strip footing resting on cohesive soil (c = 10 kN/m2) per unit depth and unit width (assume Nc as 5.7) is
• Submerged soils are