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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
deep well system
electroosmosis method
vacuum method

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
40 mm
10 mm
20 mm

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the increase in temperature
None of these
does not depend upon temperature
increases with the decrease in temperature

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
assumes the slip surface as an arc of a circle
All of these
neglects the effect of forces acting on the sides of the slices

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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

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

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

effective size
None of these
uniformity coefficient
coefficient of curvature

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