Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is between 0 and 1 zero greater than 1 1 between 0 and 1 zero greater than 1 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases 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 40% 30% 20% 50% 40% 30% 20% 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Vertical if the soil is in a passive state of plastic equilibrium None of these Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane Vertical if the soil is in a passive state of plastic equilibrium None of these Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane 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 consolidated undrained test unconsolidated drained test unconsolidated undrained test consolidated drained test consolidated undrained test unconsolidated drained test unconsolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
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