Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit increases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit increases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits 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 Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough plane and smooth vertical and smooth vertical and rough plane and rough plane and smooth vertical and smooth vertical and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dry soil partially saturated soil dehydrated soil air entrained soil dry soil partially saturated soil dehydrated soil air entrained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or gi eater than 1 equal to or less than 1 always less than 1 always equal to 1 equal to or gi eater than 1 equal to or less than 1 always less than 1 always equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.0m 2.0m 1.5m 3m 1.0m 2.0m 1.5m 3m ANSWER DOWNLOAD EXAMIANS APP
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