Soil Mechanics and Foundation The shear strength of a soil Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43832 3 43833 1 43832 3 43833 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH CH ML SL MH CH ML SL ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Decreases both voids ratio and permeability Increases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Decreases both voids ratio and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 2.0m 1.5m 3m 1.0m 2.0m 1.5m 3m 1.0m ANSWER DOWNLOAD EXAMIANS APP
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