Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability increases by 50% increases by 33.3% decreases by 33.3% increases by 25% increases by 50% increases by 33.3% decreases by 33.3% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with increase in normal stress Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil 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 None of these For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. 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 None of these For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system vacuum method electroosmosis method ANSWER DOWNLOAD EXAMIANS APP
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