Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit increases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit 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 43832 43833 1 3 43832 43833 1 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n < 0 0 ≤ n ≤ 100 0 < n < 100 n > 0 n < 0 0 ≤ n ≤ 100 0 < n < 100 n > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always equal to 1 always less than 1 equal to or less than 1 equal to or gi eater than 1 always equal to 1 always less than 1 equal to or less than 1 equal to or gi eater than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation All of these Is treated as spread foundation Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns All of these Is treated as spread foundation Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns ANSWER DOWNLOAD EXAMIANS APP
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