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Soil Mechanics and Foundation

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

22.5°
45°
90°
0°

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

CH
SL
ML
MH

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and rough
vertical and smooth
plane and smooth
vertical and rough

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

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

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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
calcium carbide method
alcohol method
sand bath method

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clayey silt
clay
sand
silt

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MORE MCQ ON Soil Mechanics and Foundation

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