The uniformity co-efficient of soil is defined as the ratio of

Related MCQs

• The uniformity coefficient for a uniformly graded soil is nearly unity.
• If ko is the coefficient of earth pressure at rest, ka is the coefficient of active earth pressure, kp is the coefficient of passive earth pressure and ? is Poisson's ratio, then the value of (1 - ?/? is given by
• 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
• A soil having uniformity co-efficient more than 10, is called
• A soil sample is having a specific gravity of 2.60 and a void ratio of 0.78. The water content in percentage required to fully saturate the soil at that void ratio will be
• The water content ratio of a soil is defined as the ratio of the
• The void ratio of a soil is defined as the ratio of the
• The active earth pressure of a soil is defined as the lateral pressure exerted by soil
• The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of
• The ratio of the unconfined compressive strength of undisturbed soil to the unconfined compressive strength of soil in a remoulded state, is called