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Geotechnical Engineering
Soil Mechanics Exam
Quiz 1
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Q.1
The air voids line contains ___________
a) constant percentage air voids
b) water voids
c) varying percentage air voids
d) specific gravity of solids
Q.2
The zero air voids line is also known as ___________
a) density line
b) saturation line
c) specific gravity line
d) unit weight line
Q.3
The theoretical maximum compaction for any given water content corresponds to ______
a) least specific gravity
b) maximum specific gravity
c) zero air void condition
d) only air voids present without the presence of water
Q.4
The zero air void line shows the _________
a) dry density as a function of water content for soil containing no air voids
b) saturated density as a function of water content
c) partially saturated density as a function of water content
d) dry density as a function of specific gravity
Q.5
The Modified Proctor test was standardised by ____________
a) IS
b) AASHO
c) ASCE
d) CBR
Q.6
In Modified Proctor test the number of layers of the soil is compacted is ___________
a) 1
b) 2
c) 5
d) 3
Q.7
The weight of rammer in Modified proctor test is ______________
a) 4.5 kg
b) 2.5 kg
c) 18 lb
d) 22 lb
Q.8
The free fall height of rammer in Modified Proctor test is __________ inches.
a) 5
b) 12
c) 16
d) 18
Q.9
The Modified Proctor test curve of the water content – dry density curve lies __________ the SPT curve.
a) above
b) below
c) left side
d) right side
Q.10
The Modified Proctor test has its peak relatively towards ____________ in water content – dry density curve.
a) right
b) left
c) centre
d) near origin
Q.11
For same soil, the effect of heavier compaction is in ________
a) increase in the maximum dry density
b) decrease in the maximum dry density
c) decrease in stability
d) decrease in strength
Q.12
For same soil, the effect of heavier compaction is to ________
a) decrease the optimum water content
b) decrease in the maximum dry density
c) decrease in stability
d) decrease in strength
Q.13
In Harvard miniature compaction test, the soil is compacted by _______
a) vibration
b) kneading action
c) impact
d) dynamic
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