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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Mock Test Series for IES/ESE (CE)  >  ESE (CE) Paper II Mock Test - 4 - Civil Engineering (CE) MCQ

ESE (CE) Paper II Mock Test - 4 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test Mock Test Series for IES/ESE (CE) - ESE (CE) Paper II Mock Test - 4

ESE (CE) Paper II Mock Test - 4 for Civil Engineering (CE) 2025 is part of Mock Test Series for IES/ESE (CE) preparation. The ESE (CE) Paper II Mock Test - 4 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 4 MCQs are made for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for ESE (CE) Paper II Mock Test - 4 below.
Solutions of ESE (CE) Paper II Mock Test - 4 questions in English are available as part of our Mock Test Series for IES/ESE (CE) for Civil Engineering (CE) & ESE (CE) Paper II Mock Test - 4 solutions in Hindi for Mock Test Series for IES/ESE (CE) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt ESE (CE) Paper II Mock Test - 4 | 150 questions in 180 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Mock Test Series for IES/ESE (CE) for Civil Engineering (CE) Exam | Download free PDF with solutions
ESE (CE) Paper II Mock Test - 4 - Question 1
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For laminar flow through a pipe, the discharge varies

Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 1

A common application of laminar flow is in the smooth flow of a viscous liquid through a tube or pipe. In that case, the velocity of flow varies from zero at the walls to a maximum along the cross-sectional centre of the vessel.

Hence option (C) is correct.
ESE (CE) Paper II Mock Test - 4 - Question 2
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The total reaction at propped support for the beam given below is

Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 2

The given structure can be simplified as


Now, as per compatibility condition at B; the downward displacement due to external load at B should be equal to upward displacement at B due to reaction at B.
Due to external loads 

Displacement due to reaction at B

∴​​​​​​​ 
⇒​​​​​​​ 

Hence option (D) is correct.

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ESE (CE) Paper II Mock Test - 4 - Question 3
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Lime mortar is generally made of

Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 3

Lime mortar is composed of lime and an aggregate such as sand, mixed with water. The Ancient Egyptians were the first to use lime mortars. About 6,000 years ago, they used lime to plaster the pyramids at Giza .Lime mortar is generally made of Hydraulic lime.

Hence option (C) is correct .
ESE (CE) Paper II Mock Test - 4 - Question 4
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The gauge length should not be more than (both in compression and tension.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 4

The gauge length should not be more than (both in compression and tension) 100 + 4t or 200 mm

Hence option (B) is correct.

ESE (CE) Paper II Mock Test - 4 - Question 5
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The efficiency of water application does not depend on
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 5

 Sedimentation efficiency does not depend on the tank depth. If the forward velocity is low enough so that the settled material does not re-suspend from the tank floor, the area is still the main parameter when designing a settling basin or clarifier, taking care that the depth is not too low.

Hence option(D) is correct i.e geometry of the conveyance system

ESE (CE) Paper II Mock Test - 4 - Question 6
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The time required for attaining a certain degree of primary consolidation of a clay layer is proportional to
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 6

∵ 
⇒​​​​​​​ 

Hence option (B) is correct.

ESE (CE) Paper II Mock Test - 4 - Question 7
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The centre of pressure of a plane submerged surface
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 7

is always below the centroid of area.

ESE (CE) Paper II Mock Test - 4 - Question 8
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A body having weight of 1000 N is dropped from a height 10 cm over a closed coiled helical spring of stiffness 200 N/cm. The resulting deflection of spring assuming no loss of energy is nearly
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 8

ESE (CE) Paper II Mock Test - 4 - Question 9
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Which of the following is a cautionary/warning traffic signs?

  1. STOP
  2. Give way
  3. Hairpin bend ahead
  4. Narrow bridge ahead
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 9

STOP and Give way signs are mandatory/regulatory signs.

ESE (CE) Paper II Mock Test - 4 - Question 10
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The ultimate bearing capacity a square footing on surface of a saturated clay having unconfined compression strength of 50 kN/m2 [Using Skempton’s equation] is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 10

ESE (CE) Paper II Mock Test - 4 - Question 11
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In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both I and II are true and II is the correct explanation of I.

b) Both I and II are true and II is NOT the correct explanation of I.

c) I is true but II is false.

d) I is false but II is true.

Statement (I): Right of way is used to indicate the area of land acquired along the road alignment by the highway organization.

Statement (II): Appropriate width of land has to be acquired in the initial stages so that the road can be widened without difficulties as and when the demand arises.
ESE (CE) Paper II Mock Test - 4 - Question 12
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In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both I and II are true and II is the correct explanation of I.

b) Both I and II are true and II is NOT the correct explanation of I.

c) I is true but II is false.

d) I is false but II is true.

Statement (I): An area covered by vegetation and forest shows an increase in the infiltration and storage capacities of the soils.

Statement (II): The vegetation causes considerable retardance to overland flow, thus vegetal cover increases the peak flow of hydrograph.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 12

The vegetation causes considerable retardance to overland flow, thus vegtal cover reduces the peak flow of hydrograph.

ESE (CE) Paper II Mock Test - 4 - Question 13
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Effective length of battened column is increased by
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 13

Effective length of battened column is increased by 10%,

ESE (CE) Paper II Mock Test - 4 - Question 14
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The specific force is constant
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 14

The specific force is constant in horizontal, frictionless channels of any shape.

ESE (CE) Paper II Mock Test - 4 - Question 15
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If the depletion of oxygen is found to be 2 mg after incubating 3 ml of sewage diluted to 300 ml at 200C for 5 days, then the BOD5 of the sewage would be:
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 15
ESE (CE) Paper II Mock Test - 4 - Question 16
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The shape number in the case of pumps refers to which one of the following?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 16

Dimensionless form of a specific speed is called shape number.

ESE (CE) Paper II Mock Test - 4 - Question 17
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The beam ABC shown in the given figure is horizontal. The distance to the point of contraflexure from the fixed end A is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 17

The point where BM is zero and changes sign, is called point of contraflexure.

Distance of point of contraflexure from A is x,
5(1-x)-8(0.75-x) & =0 
x =0.333 m

ESE (CE) Paper II Mock Test - 4 - Question 18
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General shrinkage in concrete is caused by
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 18

drying with a water consistency

ESE (CE) Paper II Mock Test - 4 - Question 19
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In zone of aeration soil having pores are filled with
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 19

water and air

ESE (CE) Paper II Mock Test - 4 - Question 20
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Consider the following statements:

  1. Tacheometer can be used to measure horizontal distances.
  2. Perambulator is an equipment used to measure horizontal distance.

Which of the above statements is(are) CORRECT?
ESE (CE) Paper II Mock Test - 4 - Question 21
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The ratio of reactions at supports A and B of the simply supported beam as shown in figure is 
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 21

∑ MA = 0
⇒ 5 x 2 + 3 x 6 + 2 x 2 x 5 = RB x 8
⇒ RB = 6 kN
∴ RA = 6 kN
∴ RA/RB = 1

ESE (CE) Paper II Mock Test - 4 - Question 22
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For an equipment having useful life of 2 years and interest rate of 6%, the capital recovery factor will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 22

ESE (CE) Paper II Mock Test - 4 - Question 23
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A 230 mm thick masonry wall is to be provided with a reinforced concrete footing on site having soil with safe bearing capacity 140 kN/m2 and unit weight of 20 kN/m3. If angle of shearing resistance is 30° then minimum required depth of footing will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 23

ESE (CE) Paper II Mock Test - 4 - Question 24
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In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both I and II are true and II is the correct explanation of I.

b) Both I and II are true and II is NOT the correct explanation of I.

c) I is true but II is false.

d) I is false but II is true

Statement (I): Franki pile has an enlarged base of mushroom shape which gives the effect of spread footing.

Statement (II): The franki pile is best suited for granular soil.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 24
Both I and II are true and II is NOT the correct explanation of I.
ESE (CE) Paper II Mock Test - 4 - Question 25
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Consider the following statements:

  1. Fine grinding of cement results in early development of strength.
  2. Rate of hydration of cement is increased when it is ground finer.

Which of the above statements are CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 25

Fine grinding of cement results in early development of strength.

Rate of hydration of cement is increased when it is ground finer.

ESE (CE) Paper II Mock Test - 4 - Question 26
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Figure below shows the network for a particular project which consists of 4 activities.

Normal Duration time and crash time for each activity are given below:
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 26

Critical path → 1-2-3-4
∵ the maximum duration = 17 days
∴ the sum of crash times along the critical path = 11 days

ESE (CE) Paper II Mock Test - 4 - Question 27
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Which among the following equipment is the best for the purpose of vertical excavation?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 27

Clamshell

ESE (CE) Paper II Mock Test - 4 - Question 28
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A person has an initial debt of Rs. 1,00,000 which is to be repaid by at the end of each month in equal installments for 4 months with an annual interest @ 12% compounded monthly. The amount of each monthly installment will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 28

ESE (CE) Paper II Mock Test - 4 - Question 29
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For the turnout on a BG track, the curve is starting from toe of the switch and ends at TNC. Number of crossing = 1 in 16 and heel divergence is 15 cm, then the curve lead is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 29

CL = 2 GN
= 2 x 1.676 x 16
= 53.63 m

ESE (CE) Paper II Mock Test - 4 - Question 30
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The unit of dynamic viscosity of a fluid is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 30

Ns/m2

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ESE (CE) Paper II Mock Test - 4 MCQs with Answers

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