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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.0
1.0 and 0.5
0.5 and 1.0
0.0 and 1.0

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
fine sand
silt
clay

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

both particle size composition and plasticity characteristics
particle size composition
plasticity characteristics
None of these

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these
less at edges compared to middle
uniform throughout
more at edges compared to middle

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Soil Mechanics and Foundation
Residual soils are formed by

None of these
water
glaciers
wind

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

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

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