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Soil Mechanics and Foundation

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

well ppint system
deep well system
electroosmosis method
vacuum method

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

PI>27
7
0 < PI < 7
17

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months
6 months
12 months
3 months

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
cohesion only
angle of internal friction only
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°
increases as the size of particles increases
increases as the soil gradation im-proves

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Soil Mechanics and Foundation
Effective stress is

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

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