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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
135°
90°
45°

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

The φ line
All listed here
Natural slope line
Repose line

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

oven drying method
calcium carbide method
sand bath method
pycnometer method

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

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

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43832
3
43833
1

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth
pore water pressure with depth
pore water pressure with time
effective stress with time

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