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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 0.5
0.5 and 1.0
1.0 and 0.0
0.0 and 1.0

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Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
rock minerals
kaolinite

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Soil Mechanics and Foundation
A pycnometer is used to determine

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

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
30 mm
50 mm
167 mm

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

between 0 and 1
zero
1
greater than 1 [CS 95]

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Soil Mechanics and Foundation
Select the correct range of density index,1D

1D > 0
0 < 1D < 1
0 ≤ 1D ≤ 1
ID > 0

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