Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter 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 first increases and then decreases remains unchanged increases decreases first increases and then decreases remains unchanged increases 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 greater than specific gravity of soil independent of specific gravity of soil less than specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil less than specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Water and soil particles are incompressible All listed here Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume Water and soil particles are incompressible All listed here Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids 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 consolidated undrained test unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
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