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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
neglects the effect of forces acting on the sides of the slices
All of these
assumes the slip surface as an arc of a circle

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

None of these
illite
kaolinite
montmorillonite

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Soil Mechanics and Foundation
Effective stress is

important because it is a function of engineering properties of soil
All of these
a physical parameter that can be measured
the stress at particles contact

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
drained test
consolidated drained test
undrained test

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

135°
90°
45°
225°

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