Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is greater than 1 1 zero between 0 and 1 greater than 1 1 zero between 0 and 1 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 undrained test unconsolidated drained test consolidated undrained test consolidated drained test unconsolidated undrained test unconsolidated drained test consolidated undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Increases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Decreases both voids ratio and permeability 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 zero negative non-plastic (NP) 1 zero negative non-plastic (NP) 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
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