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Gate Mock Test Civil Engineering (CE)- 1 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Gate Mock Test Civil Engineering (CE)- 1

Gate Mock Test Civil Engineering (CE)- 1 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Gate Mock Test Civil Engineering (CE)- 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Gate Mock Test Civil Engineering (CE)- 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Gate Mock Test Civil Engineering (CE)- 1 below.
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Gate Mock Test Civil Engineering (CE)- 1 - Question 1

Directions: The second figure in the first part of the problem figures bears a certain relationship to the first figure. Similarly, one of the figures in answer figures bears the same relationship to the first figure in the second part of the problem figures. You have to select the figure from the set of answer figures (a, b, c and d) which would replace the sign of the question mark (?).

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 1
The pentagon is inverted and the shaded figure adjacent to it comes inside the pentagon with the upper half shaded.
Gate Mock Test Civil Engineering (CE)- 1 - Question 2

(i) Arun and Aparna are here.

(ii) Arun and Aparna is here.

(iii) Arun's families is here.

(iv) Arun's family is here.

Which of the above sentences are grammatically correct?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 2
Two subjects joined with 'and' become plural and hence plural verb is required in the first statement.

In the fourth sentence, the subject is 'family' which is singular and requires a singular verb.

Hence, sentences (i) and (iv) are grammatically correct.

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Gate Mock Test Civil Engineering (CE)- 1 - Question 3

Directions: Complete the following sentence.

Universalism is to particularism as diffuseness is to _______.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 3
Universalism is opposite in meaning to particularism. Likewise, Diffuseness must be linked with its opposite. Diffuseness means spreading widely. Out of the options available, only specificity is close to the opposite of Diffuseness.
Gate Mock Test Civil Engineering (CE)- 1 - Question 4

Two identical cube-shaped dice each with faces numbered 1 to 6 are rolled simultaneously. The probability that an even number is rolled out on each dice is:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 4
Total number of events in sample space = 6 × 6 = 62 = 36

Number of favourable events of event A = 3 × 3 = 9

Required probability = 9/36 = 1/4

Gate Mock Test Civil Engineering (CE)- 1 - Question 5

A and B are friends. They decide to meet between 1 PM and 2 PM on a given day. There is a condition that whoever arrives first will not wait for the other for more than 15 minutes. The probability that they will meet on that day is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 5
A meeting occurs if the first person arrives between 1 : 00 and 1 : 45 and the second person arrives in the next 15 minutes or if both the persons arrive between 1 : 45 and 2 : 00.

Case 1:

  • 45/60 are favourable cases and hence probability of first person arriving between 1 : 00 and 1 : 45 is 3/4.

  • Probability of second person arriving in the next 15 minutes = 15/60 = 1/4

So, probability of one person arriving between 1 : 00 and 1 : 45 and meeting the other = (3/4) x (1/4) x 2 = 3/8 (2 for choosing the first arriving friend)

Case 2:

  • Both friends must arrive between 1 : 45 and 2 : 00.

Probability = (1/4) x (1/4) = 1/16.

So, required probability of a meet = (3/8) + (1/16) = 7/16

Gate Mock Test Civil Engineering (CE)- 1 - Question 6

Four person P, Q, R and S are to be seated in a row, R should not be seated at the second position from the left end of the row. The number of possible distinct seating arrangements is:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 6

Number of distinct seating arrangements = 3 × 3 × 2 × 1 = 18

Gate Mock Test Civil Engineering (CE)- 1 - Question 7

A population p(t) of 1000 bacteria, introduced into nutrient medium, grows according to the relation p(t) = 1000 + . The maximum size of this bacterial population is _______.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 7
Given relation p(t) = 1000 + 1000 t/(100 + t2)

Differentiating with respect to t

p'(t) = 1000[{(100 + t2) × 1 - t(0 + 2t)}/(100 + t2)2]

Put p'(t) = 0

1000[{(100 + t2) × 1 - t(0 + 2t)}/(100 + t2)2] = 0

100 + t2 - 2t2 = 0

t2 = 100

t = 10

As It means t = 10 is the point of local maxima.

Hence,

Maximum size of this bacterial population = 1000 + (1000 × 10)/(100 + 100) = 1050

Gate Mock Test Civil Engineering (CE)- 1 - Question 8

The author said, ''Musicians rehearse before their concerts. Actors rehearse their roles before the opening of a new play. On the other hand, I find it strange that many public speakers think they can just walk on to the stage and start speaking. In my opinion, it is no less important for public speakers to rehearse their talks''.

Based on the above passage, which one of the following is true?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 8
The passage's last sentence decides the answer with the keywords ''no less important''. From these, it is evident that the author thinks that rehearsal is equally important for public speakers.
Gate Mock Test Civil Engineering (CE)- 1 - Question 9

Hari (H), Gita (G), Irfan (I) and Saira (S) are siblings, i.e. brothers and sisters.

All were born on 1st January. The age difference between any two successive siblings (that are born one after another) is less than 3 years. Given are the following facts:

i. Hari's age + Gita's age > Irfan's age + Saira's age

ii. The age difference between Gita and Saira is 1 year. However, Gita is not the oldest and Saira is not the youngest.

iii. There are no twins.

Q. In what order were they born (oldest first)?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 9
The age difference between Gita and Saira is 1 year.

G - S = 1 or S - G = 1, i.e. S and G should be together.

So, option 1 is ruled out.

Option 3: IGSH

I > G and S > H

On combining both, We get I + S > G + H, Not possible

Option 4: IHSG

I > G and S > H

On combining both we get, I + S > G + H, Not possible

Gate Mock Test Civil Engineering (CE)- 1 - Question 10

In the figure shown below, PQRS is a square. The shaded portion is formed by the intersection of sectors of circles with a radius equal to the side of the square and centers at S and Q.

The probability that any point picked randomly within the square falls in the shaded area is ______.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 10
Given,

Side of square = r

Radius of sector = r

Total Area = Area of square = (side)2 = r2

Shaded area = 2x [Area of sector - (Area of half-square or Area of triangle)] =

Gate Mock Test Civil Engineering (CE)- 1 - Question 11

The most general complex analytical function f (z) = u (x, y) + iv (x, y) for u = x2 - y2 is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 11
Find the analytic function

f(z) = u + iv

Given, u = x2 - y2

Replacing x by z and y by 0, then

Now, by Miller Thomson’s method,

f(z) = z2 + c

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 12

The hyetograph in the figure corresponds to rainfall event of 3 cm.

The rainfall event has produced a direct runoff of 1.6 cm, the Φ -index of the event (in mm/hour, round off to one decimal place) would be _________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 12

W-index =

P = Total rainfall = 3 cm

R = Total runoff = 1.6 cm

W-index = = 0.4 cm/hr = 4 mm/hr

As W-index is 4 mm/hr (≥ 4 and 3 mm/hr), 3 mm/hr storms will not produce any surface/direct run off.

Effective precipitation = (12 + 4.5 + 15 + 14 + 7.5) = 1/2 = 26.5 mm

Gate Mock Test Civil Engineering (CE)- 1 - Question 13

If a member carries a tensile force P on its area of cross-section A, the normal stress introduced on an inclined plane making an angle θ with its transverse plane is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 13

Gate Mock Test Civil Engineering (CE)- 1 - Question 14

The rank of the matrix is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 14

is Row Echelon form

∴ Rank is 3

Gate Mock Test Civil Engineering (CE)- 1 - Question 15

The absolute maximum bending moment in a simply supported beam of span 20 m due to a moving udl of 4 t/m spanning over 5 m is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 15
Maximum Bending Moment will be at the simply supported beam mid-span.

M at max = R1 (a + (R1/2w))

R1 = (wb (a + c + b) /2l)

Here, w = 4, a = 7.5, b = 5, c = 7.5, a + b + c = 20 = l.

Solving, R1 = 10M

max = 10(7.5 + (10/(2 × 4))) = 87.5 t-m

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 16

In an aggregate mix the proportions of coarse aggregate, fine aggregate and mineral filler are 55%, 40% and 5%, respectively. The values of bulk specific gravity of the coarse aggregate, fine aggregate and mineral filler are 2.55, 2.65 and 2.70, respectively. The bulk specific gravity of the aggregate mix (round off to two decimal places) is __________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 16

Bulk specific gravity = weight/volume

=

=

= 1/0.389

Bulk specific gravity (Gm) = 2.57

Gate Mock Test Civil Engineering (CE)- 1 - Question 17

Given that

r = radius of load distribution

E = modulus of elasticity of concrete

k = modulus of subgrade reaction

μ = poisson's ratio of concrete

h = thickness of slab

P = wheel load

The combination of parameters required for obtaining the radius of the relative stiffness of cement concrete slab is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 17
Pressure deformation characteristics of rigid pavement are a function of the relative stiffness of slab to that subgrade.

The term radius of relative stiffness was coined by Westergaard.

It is given by:

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 18

A rectangular footing of size 2.8 m × 3.5 m is embedded in a clay layer and a vertical load is placed with an eccentricity of 0.8 m as shown in the figure (not to scale). Take Bearing capacity factors:Nc = 5.14, Nq = 1.0, and Ny = 0.0; Shape factors: sc = 1.16, sq = 1.0 and sy = 1.0; Depth factors: dc = 1.1, dq = 1.0 and dy = 1.0; and Inclination factors: ic = 1.0 and iq = 1.0 and iy = 1.0.

Using Meyerhof's method, the load (in kN, round off to two decimal places) that can be applied on the following with a factor of safety of 2.5 is __________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 18

As per Meyerhof's method,

Ultimate bearing capacity (qu) =

Gross safe bearing capacity

= 104.938 kN/m2

Load = = 104.938 (kN/m2) × (1.2 × 3.5) = 440.74 kN

Gate Mock Test Civil Engineering (CE)- 1 - Question 19

Which one of the following conditions is taken to fulfill the permeability condition in the design of filter material for subsurface drainage in roads?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 19
The filter material should be such that it is sufficiently permeable and for this purpose, the permeability ratio should be greater than 5. The permeability ratio is defined as follows

Permeability ratio = (15 percent of the filter material) / (15 percent size of the foundation material)

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 20

An equipment has been purchased at an initial cost of 1,60,000 and has an estimated salvage value of 10,000. The equipment has an estimated life of 5 years. The difference between the book values (in', in integer) obtained at the end of 4th year using straight-line method and sum of years digit method of depreciation is _________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 20
By straight line method

Book value after 6th year =

= 40,000

By sum of year digit method,

Depreciation after mth year:

Depreciation after 1 year:

Di = 50,000

Book value after 1 year (B1) = 1,60,000 - 50,000 = 1,10,000

D2 = (1,60,000 - 10,000) × 4/15 = 40,000

B2 = 1,10,000 - 40,000 = 70,000

D3 = (1,60,000 - 10,000) × 3/15 = 30,000

B3 = 70,000 - 30,000 = 40,000

D4 = (1,60,000 - 10,000) × 2/15 = 20,000

B4 = 40,000 - 20,000 = 20,000

Difference between value of straight line method and sum of years digit method:

= 40,000 - 20,000 = 20,000

Gate Mock Test Civil Engineering (CE)- 1 - Question 21

Which of the following pairs are correctly matched?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 21
Flexible and rigid pavements can suffer large transverse cracks as a result of excessive contraction in cold weather. Rigid pavements are also prone to slab buckling as a result of excessive expansion in hot weather.

Flexible pavement design by CBR method is used to determine the total thickness of pavement. Generally there are two methods to design the pavement from CBR (California bearing ratio) value. They are (i) CBR method recommended by California state of highways (ii) CBR method recommended by IRC.

Burmister's analysis:

The material in each layer is homogeneous. The material is isotropic. The material is elastic in nature. Contact between the layers is continuous. Unloaded top layer is free from normal and shearing stresses.

Gate Mock Test Civil Engineering (CE)- 1 - Question 22

A water filtration unit is made of uniform-size sand particles of 0.4 mm, diameter with a shape factor of 0.84 and specific gravity of 2.55. The depth of the filter bed is 0.70 m and the porosity is 0.35. The filter bed is to be expanded to a porosity of 0.65 by hydraulic backwash. If the terminal settling velocity of sand particles during backwash is 4.5 cm/s, the required backwash velocity is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 22
For expanding bed,

Porosity (n) =

Where, VB = backwashing velocity

VC = Setting velocity during backwashing

Given, Porosity (n) = 0.65

VS = 4.5 cm/sec

VB = 4.5 × (0.65)1/0.22 = 0.635 cm/sec = 0.00635 m/sec

VB = 6.35 × 10-3 m/sec

Gate Mock Test Civil Engineering (CE)- 1 - Question 23

Which of the following statements is incorrect?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 23
Inlet is used in the road for rainwater.
*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 24

A function is defined in Cartesian coordinate system as f(x, y) = xey. The value of the directional derivative of the function (in integer) at the point (2, 0) along the direction of the straight line segment from point (2, 0) to point (1/2, 2) is ________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 24

Straight line equation in (y - 0) =

∴ Slope, m = tan 2nd quadrant

∴ Unit vector in the given direction is

Here straight line makes the angle θ with positive x-axis.

∴ Required directional derivative is

Gate Mock Test Civil Engineering (CE)- 1 - Question 25

For the function f(t) = e-t/τ ; the Taylor series approximation for t << τ is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 25
f(t) = e-t/τ ; By Taylor's expansion, ex = 1 + x + x2/2! + x/3! + …….

, as all higher expressions of can be ignored

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 26

The stopping sight distance (SSD) for a level highway is 140 m for the design speed of 90 km/ h. The acceleration due to gravity and deceleration rate are 9.81 m/s2 and 3.5 m/s2, respectively. The perception/reaction time (in s, round off to two decimal places) used in the SSD calculation is ______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 26
Stopping sight distance (SSD) = 140 m

Design speed (v) = 90 km/hr = 90 × 5/18 = 25 m/sec

Acceleration due to gravity (g) = 9.81 m/sec2

We know that

SSD = Lag distance + Breaking distance = v.tr +

Deceleration = 3.5 m/s2

= 3.5 m/s2

tr = 50.71/25 = 2.0284 seconds

Reaction time (tr) = 2.0284 seconds

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 27

The sight distance, if the coefficient of friction is 0.25, is 550 m. Find the velocity(in m/s). (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 27

Given: f = 0.25 and S = 550 m

Velocity V is given by

S = 0.7 V + V2/254f

550 = 0.7 V + V2/254(0.25)

V = 166 m/s

Gate Mock Test Civil Engineering (CE)- 1 - Question 28

As per the Unified Soil Classification System (USCS), the type of soil represented by 'MH' is:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 28
As per the unified soil classification system (USCS),

As per plasticity chart, MH is inorganic silt of high plasticity with liquid limit greater than 50%.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 1 - Question 29

A steel plate is bent into a circular arc of radius 10 m. Modulus of elasticity for steel is 2 x 105 N/mm2. If the plate section was 120 x 20 mm. Then the maximum stress (in N/mm2) induced will be ______. (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 29
As per bending formula

Where

M = bending moment due to load, σ = bending stress, E = Modulus of Elasticity, R = radius of Curvature, y = distance of outer fiber from the neutral axis

I is the MOI about a neutral axis and it is given as:

Calculation:

Given:

As we know,

Gate Mock Test Civil Engineering (CE)- 1 - Question 30

If k is a constant, the general solution of dy/dx = y/x = 1 will be in the form of

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 1 - Question 30

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