GATE Civil Engineering Online Mock Test Online Free. This mock test having 25 questions in each subjects, with four choices. On each click on answers system will tell you where the answers is correct or incorrect. You can view this GATE CE test question details at the end of the quiz.
GATE 2016 :Civil Engineering questions answers are applicable for any kind of CE Entrance preparation or PSU Competitive Exam in India. You can practice as much as you can to gather knowledge of how to answers GATE CE Exam 2016 critical type papers in short time and this can be a big factor for cracking all India engineering entrance level exam.
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GATE Civil Engineering Online Mock Test
GATE Civil Engineering Online Mock Test
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Question 1 |
The annual precipitation data of a city is normally distributed with mean and standard deviation as 1000 mm and 200 mm. respectively. The probability that the animal precipitation will be more than
1200 mm is
< 50% | |
50% | |
75°/o | |
100% |
Question 2 |
Which one of the following is categorised as a long-term loss of prestress in a prestressed concrete member?
Loss due to elastic shortening | |
Loss due to friction | |
Loss due to relaxation of strands | |
Loss due to anchorage slip |
Question 3 |
In a steel plate with bolted connections. the rupture of the net section is a mode of failure under
tension | |
compression | |
flexure | |
shear |
Question 4 |
The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends. is equal to
0.5 | |
1.0 | |
2.0 | |
4.0 |
Question 5 |
The effective stress friction an1e of a saturated. cohesionless soil is 38°. The ratio of shear stress to nonnal effective stress on the failure plane is
0.781 | |
0.616 | |
0.488 | |
0.438 |
Question 6 |
An embankment is to be constructed with a granular soil (bulk unit weight = 20 kN/m3) on a saturated clayey silt deposit (undrained shear strength = 25 kPa). Assiuning undrained general shear failure and bearing capacity factor of 5.7. the inaximiun height (in in) of the embankment at the point of failure is
7.1 | |
5.0 | |
4.5 | |
2.5 |
Question 7 |
A trapezoidal channel is 10.0 m wide at the base and has a side slope of 4 horizontal to 3 vertical. The bed slope is 0.002. The channel is lined with smooth concrete (Mannins n = 0.012). The hydraulic radius (in m) for a depth of flow of 3.0 in is
20.0 | |
3.5 | |
3.0 | |
2.1 |
Question 8 |
A rectangular open channel of width 5.0 in is carrying a discharge of 100 m3/s. The Froude number of the flow is 0.8. The depth of flow (in in) in the cliaiuiel is
4 | |
5 | |
16 | |
20 |
Question 9 |
The ratio of actual evapo-transpiration to potential evapo-transpiration is in the range
0.0 to 0.4 | |
0.6 to 0.9 | |
0.0 to 1.0 | |
1.0 to 2.0 |
Question 10 |
A sample of domestic sewage is digested with silver sulphate. sulphuric acid. potassium dichromate and mercuric sulphate in chemical oxygen demand (COD) test. The digested sample is then titrated with standard ferrous animonium sulphate (FAS) to determine the un-reacted amount of
mercuric sulphate | |
potassiuni dichromate | |
silver sulphate | |
sulphuric acid |
Question 11 |
Which of the following errors can be eliminated by reciprocal measurements in differential leveling?
I Error due to earth’s curvature
II Error due to atmospheric refraction
Both I and II | |
I only | |
II only | |
Neither I nor II |
Question 12 |
Two soil specimens with identical geometric dimensions were sibjected to falling head permeability tests in the laboratory under identical conditions. The fall of water head was measured after an identical time interval. The ratio of initial to final water heads for the test involving the first specimen was 1.25. If the coefficient of permeability of the second specimen is 5-times that of the first. the ratio of initial to final water heads in the test involving the second specimen is
3.05 | |
3.80 | |
4.00 | |
6.25 |
Question 13 |
A layer of normally consolidated, saturated silty clay of 1 in thickness is subjected to one dimensional consolidation under a pressure increment of 20 kPa. The properties of tile soil are: specific gravity = 2.7. natural moisture content = 45%. compression index = 0.45. and recompression index = 0.05. The initial average effective stress within the layer is 100 kPa. Assuming Terzaghi’s theory to be applicable. the primary consolidation settlement (rounded off to the nearest mm) is
2 mm | |
9 mm | |
14 mm | |
16 mm |
Question 14 |
The top width and the depth of flow in a triangular channel were measured as 4 in and 1 m. respectively. The measured velocities on the centre line at the water surface. 0.2 in aiid 0.8 in below the surface are 0.7 in/s. 0.6 in/s and 0.4 rn/s. respectively. Using two-point method of velocity measurement. the dischar2e (in in3/s) in the channel is
1.4 | |
1.2 | |
1.0 | |
0.8 |
Question 15 |
Wheat crop requires 55 cm of water during 120 days of base period. The total rainfall during this period is 100 mm. Assiune the irrigation efficiency to be 60%. The area (in ha) of the land which can be irrigated with a canal flow of 0.01 iii3/s is
13.82 | |
18.85 | |
23.04 | |
230.40 |
Question 16 |
The food-to-biomass FiM) ratio (in kg BOD per kg bioniass per day) for the aeration tank is
0.015 | |
0.210 | |
0.225 | |
0.240 | |
All of these |
Question 17 |
The value of x11 (in mm) computed as per the Limit State Method of IS 456:2000 is
200.0 | |
223.3 | |
236.3 | |
273.6 |
Question 18 |
The ultimate moment capacity (in kNm) of the section. as per the Limit State Method of IS 456:2000 is
475.2 | |
17.0 | |
756.4 | |
762.5 |
Question 19 |
For a storm of depth of 5.5 cm and duration of 1 hour, the peak ordinate (in m3/s) of the 1iydroraph is
55.00 | |
82.60 | |
92.60 | |
102.60 |
Question 20 |
Choose the most appropriate alternative from the options given below to complete the following sentence:
Despite several _____________ the mission succeeded in its attempt to resolve time conflict.
attempts | |
setbacks | |
meetings | |
delegations |
Question 21 |
Choose the most appropriate alternative from the options given below to complete the following sentence:
Suresh’s dog is the one ___________ was hurt in the stampede.
that | |
which | |
who | |
whom | |
All of these |
Question 22 |
Choose the amirntica11y INCORRECT sentence:
They gave us the money back less the service charges of Three Hundred rupees. | |
This country’s expenditure is not less than that of Bangladesh. | |
The committee initially asked for a funding of Fifty Lakh rupees. but later settled for a lesser stun. | |
This cotuitrys expenditure on educational refonus is very less. |
Question 23 |
Which one of the following options is the closest in meaning to the word given below? Mitigate
Diminish | |
Divulge | |
Dedicate | |
Denote |
Question 24 |
A political party orders an arch for the entrance to the ground in which the annual convention is being held. The profile of the arch follows the equation y = 2x — 0. 1x² where y is the height of the arch in meters. The maximiun possible height of the arch is
8 meters | |
10 meters | |
12 meters | |
14 meters |
Question 25 |
anted Temporary, Part-time persons for tile post of Field Intemiewer to conduct personal interviews to collect and collate economic (lata. Requirements: High School-passe must be available for Day, Evening an(l Saturday work. Transportation pai(l. expenses reimbursed. Which one of the foflowin2 is the best inference from the above advertisement?
Gender-discriminatory | |
Xenophobic | |
Not designed to make the post attractive | |
Not gender-discriminatory |
Question 26 |
Given the sequence of tenus. AD CG FK JP , the next term is
OV | |
OW | |
PV | |
PW |
Question 27 |
Which of the following assertions are CORRECT
P: Adcliiig 7 to each entry in a list adds to the iiiean of the list
Q: Adding to each entry in a list acids ‘ to the standard deviation of the list
R: Doubling each entry in a list doubles the mean of the list
S: Doubling each ently in a list leaves the standard deviation of the list tuichanged
P,Q | |
Q,R | |
P,R | |
R,S |
Question 28 |
An automobile plant contracted to buy shock absorbers from two suppliers X and Y. X supplies 60% and Y supplies 40% of the shock absorbers. All shock absorbers are subjected to a quality test. The ones that pass the quality test are considered reliable. Of Xs shock absorbers. 96% are reliable. Of Ys shock absorbers. 72% are reliable.
The probability that a randomly chosen shock absorber. which is found to be reliable, is made by Y is
0.288 | |
0.334 | |
0.667 | |
0.720 |
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