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 43833 3 1 43832 43833 3 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 22.5° 90° 0° 45° 22.5° 90° 0° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of kaolinite montmorillonite illite rock minerals kaolinite montmorillonite illite rock minerals ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids None of these ANSWER DOWNLOAD EXAMIANS APP
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