Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only both effective stress and total stress None of these effective stress only total stress only both effective stress and total stress None of these effective stress only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and water three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air one phase system 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 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° 0.05 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to flow index plasticity index to consistency index consistency index to liquidity index liquidity index to flow index plasticity index to flow index plasticity index to consistency index consistency index to liquidity index liquidity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear decreases remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these ANSWER DOWNLOAD EXAMIANS APP
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