Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by ML SL MH CH ML SL MH CH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 ≤ n ≤ 100 n > 0 n < 0 0 < n < 100 0 ≤ n ≤ 100 n > 0 n < 0 0 < n < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? alcohol method calcium carbide method oven drying method sand bath method alcohol method calcium carbide method oven drying method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 6 months 3 months 12 months 24 months 6 months 3 months 12 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 0.5 -2 2 -0.5 0.5 -2 2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
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