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 Allowable bearing pressure for a foundation depends upon 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 allowable settlement only ultimate bearing capacity of soil only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 90° 0° 22.5° 45° 90° 0° 22.5° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 3 16 9 6 3 16 9 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 3 43832 43833 1 3 43832 43833 ANSWER DOWNLOAD EXAMIANS APP
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