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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

between 0 and 1
greater than 1
1
zero

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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
solid state
liquid state
plastic state

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
zero
between 0 and 1
1

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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

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

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Soil Mechanics and Foundation
A pycnometer is used to determine

water content and voids ratio
voids ratio and dry density
water content and specific gravity
specific gravity and dry density

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

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

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