Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 90° 45° 225° 135° 90° 45° 225° 135° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt clayey silt sand clay silt clayey silt sand clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as unconsolidated drained test unconsolidated undrained test consolidated undrained test consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? silt sand clay gravel silt sand clay gravel ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
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