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Soil Mechanics and Foundation

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

22.5°
90°
45°
0°

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

zero
1
greater than 1
between 0 and 1

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
S < 0
0 < S < 100
S > 0

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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

directly proportional to permeability of soil
a dimensional parameter
independent of thickness of clay layer
inversely proportional to drainage path

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

23.2 kN/m3
18.6 kN/m3
20.0 kN/m3
22.0 kN/m3

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MORE MCQ ON Soil Mechanics and Foundation

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