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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.075 mm to 0.002 mm
4.75 mm to 2.00 mm
2.00 mm to 0.425 mm
0.425 mm to 0.075 mm

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

semi-solid state
liquid state
solid state
plastic state

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

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

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the increase in temperature
None of these
increases with the decrease in temperature
does not depend upon temperature

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
between 750 mm and 1 m
between 300 mm and 750 mm
less than 300 mm

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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

3 months
12 months
6 months
24 months

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