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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
MH
ML
SL

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

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

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

4.75 mm to 2.00 mm
2.00 mm to 0.425 mm
0.075 mm to 0.002 mm
0.425 mm to 0.075 mm

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

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

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

0 < 1D < 1
ID > 0
0 ≤ 1D ≤ 1
1D > 0

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
90°
0°
22.5°

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