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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

45°
22.5°
90°
0°

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
1.0 and 0.0
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

silt
gravel
clay
sand

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Soil Mechanics and Foundation
Effective stress is

the stress at particles contact
important because it is a function of engineering properties of soil
a physical parameter that can be measured
All of these

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Soil Mechanics and Foundation
The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

0.00018 nrVsec
0.0045 m3/sec
0.18 m3/sec
0.1125 m3/sec

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
1.5m
3m
2.0m

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