Soil Mechanics and Foundation Water content of soil can be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % be less than 0 % 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 A tri-axial shear test is preferred to direct shear test, because Precise measurement of pore pressure and change in volume during test, is not possible None of these Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible None of these Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 non-plastic (NP) negative zero 1 non-plastic (NP) negative zero 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 0° 45° 90° 22.5° 0° 45° 90° 22.5° ANSWER DOWNLOAD EXAMIANS APP
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