Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.0 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 1.0 and 0.0 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 3 1 43832 43833 3 1 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes 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 Water and soil particles are incompressible All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature None of these increases with the decrease in temperature does not depend upon temperature increases with the increase in temperature None of these increases with the decrease in temperature does not depend upon temperature ANSWER DOWNLOAD EXAMIANS APP
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