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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

dune sand
loess
talus
drift

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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°
12°
17°
7°

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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
-0.5
0.5
-2

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
voids ratio and dry density
water content and specific gravity
water content and voids ratio

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

All listed here
Water and soil particles are incompressible
Soil is homogeneous and fully saturated
Deformation of the soil, is entirely due to change in volume

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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 ?

oven drying method
alcohol method
sand bath method
calcium carbide method

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