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Exam Details

ISRO Civil Engineering (CE) 2013

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Questions 80
Duration 180 mins
Package ESE & GATE CE - Previous Year Papers

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Difficulty distribution

Medium 47 58.8%
Easy 28 35%
Hard 5 6.3%

Question type distribution

Multiple Choices 80 100%

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Sample questions from this paper

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1
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
A cohesive soil yields a maximum dry density of 18kN/m3 during a standard proctor compaction test. If the specific gravity is 2.65, what would be its void ratio? (Adopt unit of water as 9.81 kN/m3)
A
0.5523
B
0.44425
C
0.5835
D
0.7121
2
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
A clay layer of 3 m thickness is covered by a 5 m sandy stratum. The properties of the soils are shown in figure below.The shear strength of the soil at the middle layer of silty clay is
A
89.6 kN/m2
B
95.81 kN/m2
C
None of these
D
105.3 kN/m2
3
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
Match List-I with List-ll and select the correct answer using the code given below the lists :
A
A B C D 1 2 3 4
B
A B C D 3 4 2 1
C
A B C D 3 2 4 1
D
A B C D 1 2 4 3
4
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
The standard size of brick is
A
20cm x 10cm x 10cm
B
19cm x 9cm x 9cm
C
18cm x 10cm x 10cm
D
18cm x 9cm x 9cm
5
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
The velocity of flow of water in a pipe of 150 mm dia is 0.3 m/sec, a diaphragm with a central hole 80mm in diameter is placed in the pipe obstructing the flow. With coefficient of contraction Cc=0.60, the loss of head from Vena Contracta to a point downstream will be
A
0.1083 m
B
0.0251 m
C
0.8250 m
D
1.2054 m
6
2013 · Unclassified
ISRO Civil Engineering (CE) 2013
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 20 °C, B.O.D of the sewage is
A
50 ppm
B
100 ppm
C
150 ppm
D
200 ppm