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[Mock Test] All Syllabus Civil Engineering Mock Test – 4 – (100 Questions) for SSC JE, ESE, AE & PSUs exams

Here you can access very important All syllabus Civil Engineering Mock test. This will be very useful for SSC JE, ESE, AE exams, PSUs exams etc.





Welcome to your Civil Engineering Mock test - 4 (100 Questions)
Take an exciting test in All syllabus Civil Engineering 
You have only 1 hour  to complete the test (100 Questions)
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1. Orientation of a plane table by solving two point problem is only adopted when
2. The systematic errors which persist and have regular effects in the performance of a survey operation, are due to
3. The most useless aggregate is one whose surface texture is
4. A back sight
5. Any gradient on a road is said to be an exceptional gradient, if it is
6. An outlet is said to be proportional if its flexibility, 
7. The shear reinforcement in R.C.C. is provided to resist
8.
A phreatic line is defined as the line within a dam section below which there are
9. A pressure conduit laid under ground, may not be subjected to
10.
C.R.R.I. charts are used to obtain a relatioship between strength of concrete and
11. The length of lap in tension reinforcement should not be less than the bar diameter x (actual tension / four times the permissible average bond stress) if it is more than
12. When equal and opposite forces applied to a body, tend to elongate it, the stress so produced, is called
13. An independent mass of a fluid does not posses
14.
The softest rock is
15. The phenomenon occuring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream causing a distinct rise of liquid surface, is
16.
For compacting plain concrete road surface of thickness less than 20 cm, we use
17. An ideal flow of a liquid obeys
18. Length of vehicles does not affect
19. The materials which have the same elastic properties in all directions, are called
20. The toe projection of foundation slabs is taken
21. The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every
22. In levelling operation
23. To obtain a very high strength concrete, use very fine grained
24. The horizontal portion of a step in a stairs case, is known as
25.
For construction of structures in sea water, the cement generally preferred to, is
26. According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is
27.
Water formed transported soil is
28. Effective precipitation for a crop may be defined as
29.
Soundness of cement is tested by
30. A cantilever carrying a uniformly distributed load W over its full length is propped at its free end such that it is at the level of the fixed end. The bending moment will be zero at its free end also at
31. Allowable shear strength of concrete, depends upon
32. In rectangular columns (cross-section b x h), the core is a
33.
Based on its dry weight, a freshly felled tree may contain water
34. Struts are load carrying members of a frame structure which are subjected to
35. The operation of making the algebraic sum of latitudes and departures of a closed traverse, each equal to zero, is known
36. An arch with three hinges, is a structure
37. The best method of interpolation of contours, is by
38. The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80 km ph, is
39. The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is
40. High temperature
41. Reynold number is the ratio of initial force and
42. n and j are numbers of members and joints in a frame. It contains redundant members if
43. For standing crops in undulating sandy fields, the best method of irrigation, is
44.
Veneering means
45. The diaphragm of a stadia theodolite is fitted with two additional
46. To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is
47. The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is
48. The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than
49. The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is
50. Maximum efficiency of transmission of power through a pipe, is
51. Steel beam theory is used for
52. To ensure uniform pressure distribution, the thickness of the foundation, is
53. The thickness of the topping of a ribbed slab, varies between
54. When a body is totally or partially immersed in a fluid, it is buoyed up by a force equal
55. After cleaning a slow sand filter, the filtered water is not used for
56. In a bar of large length when held vertically and subjected to a load at its lower end, its own-weight produces additional stress. The maximum stress will be
57. A piezometer opening in pipes measures
58. A cylinder is said to be thin if the ratio of its thickness and diameter, is less than
59.
To give a brilliant finish, the type of varnish used, is
60. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than
61. A solid cube is subjected to equal normal forces on all its faces. The volumetric strain will be x-times the linear strain in any of the three axes when
62.
Mild steel is used for
63.
Specified compressive strengh of concrete is obtained from cube tests at the end of
64. At a road junction, 7 cross conflict points are severe if
65.
Workability of concrete for a given water content is good if the aggregates, are
66. For the administration of road transport, a Motor Vehicle Act was enacted in
67. The type of butt joints in common use, is :
68. In a three hinged arch, the third hinge is generally kept at
69.
Forge pig may be converted to wrought iron by
70.
ISI has specified full strength of concrete after
71. Driving vehicles on wet surfaced roads, is dangerous because it may
72.
The final operation of finishing floors, is known as
73. Stress in a beam due to simple bending, is
74. If average particle size of the silt in millimetres is m, the Lacey's silt factor f is proportional to
75. To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between
76. If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is
77. In a syphon aqueduct
78. Hydrostatic pressure on a dam depends upon its
79.
Pick up the correct statement from the following:
80.
Pick up the correct statement from the following:
81. If D is the degree of a curve, the percentage reduction of gradient, is
82. A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is
83.
Whitworth compressed steel is obtained when molten steel is subjected to a pressure of
84. The shear force on a simply supported beam is proportional to
85.
The angle between the directions of the failure and the major principal plane, is equal to
86.








The conventional sign shown in below figure represents a
87.
Bitumen may be dissolved in
88. Along high ways confirmatory route markers are generally fixed
89.
According to the Indian Standards the specific gravity is the ratio of the unit weight of soil solids to that of water at a temperature of
90. Lane's weighted creep theory assumes
91.
The sequence of refractory materials according to increasing melting points is :
92. The period of cleaning of a slow sand filter, is usually
93. The field capacity of a soil depends upon
94. Centering error of a theodolite produces an error
95. The force which develops in a pressure conduit supported on trestles, is
96.
Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is
97.
An aggregate is said to be flaky, if its least dimension is less than
98. If a constant section beam is subjected to a uniform bending moment throughout, its length bends to
99. Distribution reinforcement in a simply supported slab, is provided to distribute
100.
Determination of water content of a soil sample suspected to contain gypsum is made by drying the sample for longer period at a temperature not more than







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