Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m less than 300 mm between 300 mm and 750 mm between 750 mm and 1 m greater than 1 m less than 300 mm between 300 mm and 750 mm between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in solid state liquid state plastic state semi-solid state solid state liquid state plastic state semi-solid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes 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 10° 7° 12° 17° 10° 7° 12° 17° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index None of these directly proportional to the voids ratio directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
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