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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

sheep’s foot roller
rubber tyred roller
drum roller
vibratory roller

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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

2
-2
-0.5
0.5

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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

all planes except horizontal and vertical planes
horizontal plane only
vertical plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with time
pore water pressure with depth
effective stress with depth
effective stress with time

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

All of these
edge to face orientation
face to face or parallel orientation
edge to edge orientation

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

sand bath method
pycnometer method
oven drying method
calcium carbide method

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