Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
Coefficient of earth pressure at rest is

less than both the active and passive earth pressures
greater than both the active earth pressure and passive earth pressure
less than active earth pressure but greater than passive earth pressure
greater than active earth pressure but less than passive earth pressure

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