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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

rock minerals
kaolinite
montmorillonite
illite

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

0.5
2
-0.5
-2

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

pycnometer method
calcium carbide method
oven drying method
sand bath method

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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

30 mm
15 mm
167 mm
50 mm

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

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit
increases with increase in liquid limit

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