Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is greater than specific gravity of soil equal to specific gravity of soil independent of specific gravity of soil less than specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil independent of specific gravity of soil less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 between 0 and 1 greater than 1 [CS 95] zero 1 between 0 and 1 greater than 1 [CS 95] zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system one phase system two phase system with soil and water two phase system with soil and air three phase system one phase system two phase system with soil and water two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or less than 1 equal to or gi eater than 1 always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 always less than 1 always equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is between 15 mm and 25 mm 15 mm greater than 25 mm 25 mm between 15 mm and 25 mm 15 mm greater than 25 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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