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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
17
7
PI>27

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

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

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay
over-consolidated clay with a low over-consolidation ratio
under-consolidated clay

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
0°
22.5°
45°

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

All listed here
Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible
Soil is homogeneous and fully saturated

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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

6 months
12 months
24 months
3 months

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