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Soil Mechanics (Quiz 2) 4th Semester

Total questions: 10

Worksheet time: 5mins

Name
Class
Date
1.

Practically flow remains laminar in soils where size is less than that of

a)

Medium sand

b)

Boulder

c)

Silt

d)

Clay

e)

Colloid

2.

Constant head permeameter is not preferable, rather variable head based test is used in soils of (a)   permeability.

3.

ln= (a)   log

4.

Superficial velocity is twice of apparent velocity and same as approach velocity

a)

TRUE

b)

FALSE

5.

in standard AASHTO 2.5 lb rammer is dropped from a height of 305 mm and 25 blows are given per layer

a)

False

b)

TRUE

6.

Performance specification compaction focuses only on the end result.

a)

TRUE

b)

FALSE

7.

(a)   apparatus is used to measure consolidation in laboratory.

8.

Time required to complete some degree of consolidation is (a)   proportional to co-efficient of permeability (directly/inversely)

9.

Pore water pressure increases when load is suddenly applied and reduces the overall strength due to

a)

Reduction in particles' friction as water tries to push them away from each other

b)

Effective stress is reduced

c)

Both options are correct

10.

The numerical which was solved in class was based on Chicago clays equation for compression index taken from an available table number 7.2

a)

TRUE

b)

FALSE