Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH ML MH SL CH ML MH SL ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of 7° 12° 17° 10° 7° 12° 17° 10° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite montmorillonite None of these illite kaolinite montmorillonite None of these illite 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 3 months 24 months 6 months 12 months 3 months 24 months 6 months 12 months 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 equal to specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil less than specific gravity of soil equal to specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
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