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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
1
3
43832

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

more at edges compared to middle
uniform throughout
None of these
less at edges compared to middle

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.6
1.2
0.95
0.4

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

zero
1
non-plastic (NP)
negative

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
drained test
undrained test
consolidated drained test

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Meniscus correction
Dispersing agent correction
Temperature correction
Temperature, meniscus and dispersing agent corrections

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