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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

0 < PI < 7
PI>27
17
7

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm
30 mm
15 mm
167 mm

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
fine sand
silt
clay

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

electroosmosis method
well ppint system
deep well system
vacuum method

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

50%
40%
30%
20%

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

edge to edge orientation
edge to face orientation
All of these
face to face or parallel orientation

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