homogeneous deposits anisotropic soils layered soils normally consolidated homogeneous soils

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decreases first, attains a maximum value and then increases is same at all depth decreases with depth constantly increases first, attains a maximum value and then decreases

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points of equal stress intensity which approaches leminslate curve which will be in the shape of an Onion (or) a bulb none of the above

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static loads dynamic loads self weight of soil none of above

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3 6 9 12

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1 to 1.5 0.0 to 0.5 0 to 1.0 1.5 to 2.0

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depth of the concerned point from ground surface square of the depth of the point from ground surface cube of the depth of the poinf from ground surface square root of the depth of the point from ground surface

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Pressure bulb is nothing but an isobar Isobar is a contour of equal stress Isobars of higher intensities will lie out side None of the above

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Contact pressure distribution will be different for sands and clays When the footing is flexible, contact pressure distribution is uniform When the footing is rigid, the settlement of the footing is uniform All the above

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width of footing 1.5 times width of footing twice the width of footing 3 times width of footing

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