Online Civil Engineering Test - Previous GATE Exam Papers Test 3

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  • Total number of questions: 20.
  • Time allotted: 30 minutes.
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Marks : 2/20


Total number of questions
20
Number of answered questions
0
Number of unanswered questions
20
Test Review : View answers and explanation for this test.

1.
The drop manholes are provided in a sewerage system when there is
change in alignment of sewer line
change in size of sewers
change in the elevation of ground level
change from gravity system to pressure system
Your Answer: Option
(Not Answered)
Correct Answer: Option

2.
The vertical stress at depth z, directly below the point load p is (k is a constant)
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(Not Answered)
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3.
A water treatment plant is required to process 28800 m3/d of raw water (density = 1000 kg/m3, kinematic viscosity = 10-6 m2/s). The rapid mixing tank imparts tank a velocity gradient of 900s-1 to blend 35 mg/l of alum with the flow for a detention time of 2 minutes. The power input (W) required for rapid mixing is
32.4
36
324
32400
Your Answer: Option
(Not Answered)
Correct Answer: Option

4.
Presence of excess nitrates in river water indicates :
recent pollution of water with sewage
past pollution of water with sewage
immediate pollution of water with sewage
no pollution of water with sewage
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(Not Answered)
Correct Answer: Option

5.
Reaction at support b of the structure is
P
P2
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(Not Answered)
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6.
The superelevation needed for a vehicle travelling at a speed of 60 kmph on a curve of radius 128 m on a surface with a coefficient of friction of 0.15 is :
0.71
0.81
0.91
0.61
Your Answer: Option
(Not Answered)
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7.
A vertical rod PQ of length L is fixed at its top end P and has a flange fixed to the bottom end Q. A weight W is dropped vertically from a height h(< L) on to the flange. The axial stress in the rod can be reduced by
increasing the length of the rod
decreasing the length of the rod
decreasing the area of cross-section of the rod
increasing the modulus of elasticity of the material
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(Not Answered)
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8.
A propped cantilever beam of span L, is loaded with uniformly distributed load of intensity w/unit length, all through the span. Bending moment at the fixed end is,
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(Not Answered)
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9.
The time for a clay layer to achieve 90% consolidation is 15 years. The time required to achieve 90% consolidation; if the layer were twice as thick, 3 times forr permeable and 4 times more compressible would be :
70 years
75 years
80 years
85 years
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(Not Answered)
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10.
A point load of 700 kN is applied on the surface of thick layer of clay. Using Boussinesq's elastic analysis, the estimated vertical stress (σv) at a depth of 2 m and a radial distance of 1.0 m from the point of application of the load, is :
47.5 kPa
47.6 kPa
47.7 kPa
47.8 kPa
Your Answer: Option
(Not Answered)
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11.
The total length (in km) of the existing National Highways in India is in the range of
15, 000 to 25, 000
25, 000 to 35, 000
35, 000 to 45, 000
45, 000 to 55, 000
Your Answer: Option
(Not Answered)
Correct Answer: Option

12.
The dimensions for the flexural rigidity of a beam element in mass (M), length (L) and time (T) is given by
MT-2
ML3T-2
ML-1T-2
M-1T2
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13.
A linear relationship is observed between speed and density on a certain section of a highway. The free flow speed is observed to be 80 km per hour and the jam density is estimated as 100 vehicles per km length. Based on the above relationship, the maximum flow expected on this section and the speed at the maximum flow will respectively be
8000 vehicles per hour and 80 km per hour
8000 vehicles per hour and 25 km per hour
2000 vehicles per hour and 80 km per hour
2000 vehicles per hour and 40 km per hour
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(Not Answered)
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14.
The consistency of a saturated cohesive soil is affected by
water content
particle size distribution
density index
coefficient of permeability
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(Not Answered)
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15.
In a river, discharge is 173 m3/s; water surface slope is 1 in 6000; and stage at the gauge station is 10.0 m. If during a flood, the stage at the gauge station is same and the water surface slope is 1 in 2000, the flood discharge in m3/s, is approximately
371
100
519
300
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(Not Answered)
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16.
An outlet irrigates an area of 20 ha. The discharge (l/s) required at this outlet to meet the evapotranspiration requirement of 20 mm occurring uniformly in 20 days neglecting other field losses is
2.52
2.31
2.01
1.52
Your Answer: Option
(Not Answered)
Correct Answer: Option

17.
The function of ballast in railaway tracks is to
facilitate drainage
serve as an elastic support for the track structure
provide the necessary resilience against the dynamic effect of the loads
all the above
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(Not Answered)
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18.
A foundation is considered as shallow if its depth is :
less than 1 metre
greater than its width
equal to or less than its width
greater than 1 metre
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(Not Answered)
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19.
The maximum allowable compressive stress corresponding to lateral buckling in a discretely laterally supported symmetrical I beam does not depend upon :
the modulus of elasticity
the radius of gyration about the minor axis
the span length of the beam
the ratio of overall depth of thickness of the flange
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(Not Answered)
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20.
The soils most susceptible to liquefaction are :
saturated dense sands
saturated fine and medium sands of uniform particle size
saturated clays of uniform size
saturated gravels and cobbles
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(Not Answered)
Correct Answer: Option

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