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Geotechnical Engineering
Soil Mechanics Basic
Quiz 1
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Q.1
For a saturated clay, the theoretical intensity of contact pressure at the centre is________
a) q
b) q/2
c) ¾ q
d) q/3
Q.2
If the footing is flexible, then the distribution pressure is uniform.
a) True
b) False
Q.3
If a footing has a dimension of 1m*and load transfer ofkN, then the contact pressure is _______________
a) 20 kN/m2
b) 30 kN/m2
c) 50 kN/m2
d) 70 kN/m2
Q.4
Contact pressure is between __________
a) base of footing and underlying soil mass
b) wall and column
c) slab and wall
d) wall and beam
Q.5
Contact pressure is the ratio of ___________
a) area to normal load
b) normal load to tangential load
c) tangential load to normal load
d) normal load to true contact area
Q.6
Contact pressure can be called scratch hardness only in case of __________
a) elastic contact
b) semi-elastic contact
c) plastic contact
d) semi-plastic contact
Q.7
The following diagram represents the contact pressure of __________
a) real elastic material
b) intermediate soil
c) cohesionless soil
d) gravel
Q.8
The following diagram represents the contact pressure of __________
a) real elastic material
b) intermediate soil
c) cohesionless soil
d) gravel
Q.9
The following diagram represents the contact pressure of __________
a) real elastic material
b) intermediate soil
c) cohesionless soil
d) gravel
Q.10
Find the load at depthfor a uniformly loaded circular area of radius 1000m. k=The vertical pressure σz iskN/m2.
a) 51kN/m2
b) 54 kN/m2
c) 80 kN/m2
d) 12kN/m2
Q.11
Find the depth z for a uniformly loaded circular area ofkN/m2 load and radius of 50m. k=0.9160.
a) 2m
b) 4m
c) 25m
d) 50m
Q.12
If the contact pressure iskN/mthen find the load form2.
a) 500kN
b) 600kN
c) 700kN
d) 800kN
Q.13
If a UDL ofkN/m2 is acting at a rectangular area ofmthen the contact pressure is _______
a) 51kN/m2
b) 54 kN/m2
c) 80 kN/m2
d) 70 kN/m2
Q.14
The contact pressure of a footing was found to bekN/m2 for a load of 212.5 kN. What will be the contact area?
a) 1 m2
b) 2.5 m2
c) 3 m2
d) 3.5 m2
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