Soil Mechanics and Foundation Constant head permeameter is used to test permeability of coarse sand clay silt fine sand coarse sand clay silt fine sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be less than 0 % never be greater than 100 % take values only from 0 % to 100 % be greater than 100 % be less than 0 % never be greater than 100 % take values only from 0 % to 100 % be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 167 mm 50 mm 15 mm 30 mm 167 mm 50 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 1 0.4 0.8 0.6 1 0.4 0.8 0.6 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° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
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