Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity voids ratio air content percentage air voids porosity voids ratio air content percentage air voids ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 036 0.028 0.036 0.28 036 0.028 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dehydrated soil air entrained soil dry soil partially saturated soil dehydrated soil air entrained soil dry soil partially saturated soil 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 consolidated drained test unconsolidated undrained test unconsolidated drained test consolidated undrained test consolidated drained test unconsolidated undrained test unconsolidated drained test consolidated undrained test 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 increases first increases and then decreases remains unchanged decreases increases first increases and then decreases remains unchanged ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 50% 30% 20% 40% 50% 30% 20% 40% ANSWER DOWNLOAD EXAMIANS APP
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