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Soil Mechanics and Foundation

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

2.0m
1.0m
1.5m
3m

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
drained test
consolidated undrained test
consolidated drained test

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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
Select the incorrect statement. Effective angle of shearing resistance

is limited to a maximum value of 45°
is rarely more than 30° for fine grained soil
increases as the soil gradation im-proves
increases as the size of particles increases

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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

liquid state
plastic state
solid state
semi-solid state

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

three phase system
two phase system with soil and air
two phase system with soil and water
one phase system

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