Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 43832 3 1 43833 43832 3 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids porosity air content voids ratio percentage air voids porosity air content voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following statements is correct? Uniformity coefficient represents the shape of the particle size distribution curve. A soil is said to be well graded if it has most of the particles of about the same size For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. None of these Uniformity coefficient represents the shape of the particle size distribution curve. A soil is said to be well graded if it has most of the particles of about the same size For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. None of these ANSWER DOWNLOAD EXAMIANS APP
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