Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in plastic state semi-solid state solid state liquid state plastic state semi-solid state solid state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature does not depend upon temperature None of these increases with the decrease in temperature increases with the increase in temperature does not depend upon temperature None of these increases with the decrease in temperature 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 voids ratio porosity air content percentage air voids voids ratio porosity air content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Meniscus correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Temperature correction Meniscus correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Temperature correction 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 43833 43832 3 1 43833 43832 3 1 ANSWER DOWNLOAD EXAMIANS APP
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