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Geotechnical Engineering Ii
Geotechnical Engineering Multiple Choice
Quiz 1
Solution
Q.1.
Culmann’s solution can be conveniently used for _____________
a) Various type of surcharge loads
b) Ground surface of any shape
c) Backfill of different densities
d) All of the mentioned
Q.2.
Culmann’s solution is based on ___________ theory.
a) Coulomb’s
b) Rebhann’s
c) Mohr
d) Rankine’s
Q.3.
Which of the following effect of line load can be taken into account by Culmann’s graphical method?
a) Railway track and Long wall of a building
b) Road alignment
c) None of the mentioned
d) All of the mentioned
Q.4.
Rebhann’s graphical method can be used for the location of ____________
a) Slip plane and Total active earth pressure
b) Passive earth pressure
c) None of the mentioned
d) All of the mentioned
Q.5.
Earth pressure for retaining walls, of less thanare obtained by _______________
a) Analytical method
b) Graphical method
c) Considering approximate value
d) All of the mentioned
Q.6.
All available graphs and tables, used for finding earth pressure is based on __________
a) Rankine’s theory
b) Coulomb’s theory
c) Culmann’s theory
d) Rebhann’s graphical method
Q.7.
Which of the following is not one of the criteria, for design of gravity dam?
a) The wall must be safe against sliding
b) The wall must be safe against overturning
c) The wall must be thinner in section
d) No tension should be developed in the wall
Q.8.
For the design of gravity dam, the minimum value of F(factor of safety) against sliding should be __________
a) 2.0
b) 1.5
c) 0.5
d) 4.0
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