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Civil Engineering : Concrete Technology - Quiz(MCQ)
A)
Concrete Technology deals with the study of bricks
B)
Concrete Technology is the study of building materials
C)
Concrete Technology deals with the study of properties of concrete
D)
None of the above

Correct Answer :   Concrete Technology deals with the study of properties of concrete


Explanation : Concrete Technology is concerned with the study of concrete characteristics and their practical applications. Concrete is most often utilized as the foundation for most projects in the construction sector.

A)
Joseph Aspdin
B)
William Aspdin
C)
Royston Saint John
D)
None of the above

Correct Answer :   William Aspdin


Explanation : William Aspdin (September 23, 1815 – April 11, 1864), a pioneer of the Portland cement industry, was an English cement maker.

He is often credited with inventing “modern” Portland cement. His father Joseph Aspdin has patented the method of cement manufacturing.

A)
A mixture of homogenous materials
B)
A mixture of material and hydrogen
C)
A mixture of cement and hydrogen sulphide
D)
A mixture of cement, water, and aggregates

Correct Answer :   A mixture of cement, water, and aggregates


Explanation : Concrete is a hardening building material made up of cement, fine aggregates (sand), and coarse aggregates combined with water. It is a significant building material that is utilized widely in the construction of buildings, bridges, highways, and dams.

A)
1 : 2 :4
B)
1 : 3 : 6
C)
1 : 4 : 8
D)
1 : 1 1/2 : 3

Correct Answer :   1 : 1 1/2 : 3

A)
water proof roof
B)
water proof masonry walls
C)
few windows which remain generally closed
D)
All of the above

Correct Answer :   All of the above


Explanation : * water proof roof
* water proof masonry walls
* few windows which remain generally closed
* 15 cm thick concrete floor laid on a dry course of soling

A)
Concrete technology is needed to address properties of concrete
B)
Concrete technology is needed to build a building
C)
Concrete technology is needed to produce building materials
D)
None of the above

Correct Answer :   Concrete technology is needed to address properties of concrete


Explanation : Concrete technology covers all elements of concrete, from mix design to batching, mixing, transporting, putting, consolidating, finishing, and curing, and gives guidance on all aspects of concrete from mix design to batching, mixing, transporting, placing, consolidating, finishing, and curing.

A)
dry aggregates
B)
moist aggregates
C)
saturated surface dry aggregate
D)
very dry aggregates

Correct Answer :   saturated surface dry aggregate

A)
140 kg
B)
130 kg
C)
120 kg
D)
110 kg

Correct Answer :   130 kg

A)
shrinkage
B)
creeping
C)
segregation
D)
bleeding

Correct Answer :   segregation

A)
conduct various concrete tests
B)
know how to appropriately stock the materials needed for concrete
C)
familiarise them with the fundamental principles of concrete
D)
All of the above

Correct Answer :   All of the above


Explanation : Concrete technology in civil engineering helps to know how to appropriately stock the materials needed for concrete, conduct various concrete tests and familiarise them with the fundamental principles of concrete.

A)
Plain Cement Concrete
B)
Reinforced Cement Concrete
C)
Pre-stressed Concrete
D)
All of the above

Correct Answer :   All of the above


Explanation : There are Three Types of Classification based on the design of concrete :

* Plain Cement Concrete
* Reinforced Cement Concrete
* Pre-stressed Concrete

A)
Which reduces water for workability
B)
Which oxidizes water for workability
C)
Which adds water for workability
D)
Which decreases workability at the same water content

Correct Answer :   Which reduces water for workability


Explanation : Organic compounds, or mixtures of organic and inorganic chemicals, that allow for a lower water content for given workability, or provide better workability for the same water content.

A)
Soundness meter
B)
Vicat apparatus
C)
Duff Abrams apparatus
D)
Le Chatalier apparatus

Correct Answer :   Vicat apparatus


Explanation : The standard consistency of a cement paste is described as that which allows the vicat’s plunger to penetrate to a depth of 5 to 7mm from the vicat mould’s bottom.

A)
hard and durable
B)
chemically inert
C)
sufficiently strong
D)
All of the above

Correct Answer :   All of the above

A)
below 200 kg/cm²
B)
between 150 to 300 kg/cm²
C)
between 150 to 500 kg/cm²
D)
between 350 to 600 kg/cm²

Correct Answer :   below 200 kg/cm²

A)
7 days for beam soffits
B)
14 days for bottom slabs of spans 4.6 m and more
C)
21 days for bottom beams over 6 m spans
D)
All of the above

Correct Answer :   All of the above


Explanation : * 7 days for beam soffits
* 14 days for bottom slabs of spans 4.6 m and more
* 21 days for bottom beams over 6 m spans
* 2 days for vertical sides of columns

A)
24 types
B)
22 types
C)
21 types
D)
20 types

Correct Answer :   24 types


Explanation : Depending on the kind of construction, there are typically twenty-four distinct types of concrete used in the building and construction business.

A)
Human Reserve Management
B)
Human Resource Management
C)
Humidity and Resource Management
D)
None of the above

Correct Answer :   Human Resource Management


Explanation : In concrete technology, HRM is abbreviated as Human Resource Management.

A)
Admixtures
B)
Fine aggregate
C)
Binding material
D)
All of the above

Correct Answer :   Binding material


Explanation : The binding material binds fine and coarse aggregate. Fine aggregates fill the space in the coarse aggregate. Admixtures affect the setting time of cement.

A)
snowcem
B)
colocrete
C)
rainbow cement
D)
All of the above

Correct Answer :   All of the above

A)
are provided where plane changes abruptly
B)
are supported on separate columns
C)
are provided to ensure minimum resistance
D)
All of the above

Correct Answer :   All of the above


Explanation : * are provided where plane changes abruptly
* are supported on separate columns
* are provided to ensure minimum resistance
* do not carry reinforcement across them

A)
Compressive strength
B)
Tensile strength
C)
Poor Aggregrates
D)
Good Aggregrates

Correct Answer :   Compressive strength


Explanation : High strength concrete is defined purely on the basis of its compressive strengths.

A)
It must be sieved and fed into a rotating dish known as a granulator
B)
It must be finely broken up and dispersed in water in a wash mill
C)
It must be blasted, then crushed, usually in two smaller crushers
D)
Crushed raw materials are put into a grinding mill, where they are dried and reduced to a fine powder

Correct Answer :   It must be finely broken up and dispersed in water in a wash mill


Explanation : Chalk is finely broken up and disseminated in water in a wash mill when it is utilized. In a similar manner, the clay is broken up and combined with water, usually in a wash mill.

A)
dry
B)
plastic
C)
earth moist
D)
semi-plastic

Correct Answer :   plastic

A)
water
B)
cement
C)
aggregate
D)
None of the above

Correct Answer :   aggregate

A)
0.5P + 0.3Y + 0.01Z = W/C x P
B)
0.4P + 0.2Y + 0.01Z = W/C x P
C)
0.3P + 0.1Y + 0.01Z = W/C x P
D)
0.1P + 0.3Y + 0.1Z = W/C x P

Correct Answer :   0.3P + 0.1Y + 0.01Z = W/C x P

A)
blast furnace slag cement
B)
rapid hardening cement
C)
ordinary Portland cement
D)
sulphate resisting cement

Correct Answer :   blast furnace slag cement

A)
thin particles
B)
flat particles
C)
flaky paticles
D)
All of the above

Correct Answer :   All of the above


Explanation : * thin particles
* flat particles
* flaky paticles
* elongated particles

A)
To find the material strength
B)
Calculate the amount of cement required
C)
To define and understand concepts related to Cement
D)
To define and understand concepts related to Concrete technology

Correct Answer :   To define and understand concepts related to Concrete technology


Explanation : To identify and comprehend ideas connected to concrete technology, which includes the various types and properties of concrete as well as various adhesive materials and their critical application in the construction of safe and cost-effective structures.

A)
730-750
B)
440-560
C)
430-560
D)
400-590

Correct Answer :   440-560


Explanation : Compressive strengths of 3000 psi requires 440-560 pounds per cubic yard, while compressive strengths of 2500 psi requires 400-510 pounds per cubic yard.

A)
Angular and rough aggregates reduce the workability of the concrete
B)
Large size aggregates increase the workability due to lesser surface area
C)
The slump of the concrete mix decreases due to an increase in temperature
D)
All of the above

Correct Answer :   All of the above


Explanation : * Angular and rough aggregates reduce the workability of the concrete
* Large size aggregates increase the workability due to lesser surface area
* The slump of the concrete mix decreases due to an increase in temperature
* An increase in water content must be accompanied by an increase in cement content

A)
strength of concrete
B)
durability of concrete
C)
workability of concrete
D)
All of the above

Correct Answer :   All of the above


Explanation : * strength of concrete
* durability of concrete
* workability of concrete
* handing and placing of concrete

A)
740-840
B)
630-750
C)
530-660
D)
440-560

Correct Answer :   530-660


Explanation : The lightweight cement content for compressive strengths is 4000 psi is 530-660 pounds per cubic yard, whereas compressive strengths of 2500 psi are 400-510 pounds per cubic yard.

A)
Ultrasonic test
B)
Visual testing
C)
Compression testing
D)
Eddy current testing

Correct Answer :   Ultrasonic test


Explanation : Destructive testing, such as compression testing, is a sort of destructive testing. This test is performed to assess how metals react when compressed. Non-destructive testing includes methods such as visual inspection, ultrasonic inspection, and eddy current testing.

A)
fine
B)
coarse
C)
medium
D)
medium to fine

Correct Answer :   coarse

A)
fineness test
B)
consistency test
C)
test for setting time
D)
test for tensile strength

Correct Answer :   consistency test

A)
1 : 3 : 6 mix
B)
1 : 1 : 2 mix
C)
1 : 2 : 4 mix
D)
1 : 1.5 : 3 mix

Correct Answer :   1 : 3 : 6 mix

A)
coarse aggregates
B)
two sized aggregate
C)
graded aggregates
D)
single sized aggegates

Correct Answer :   graded aggregates

A)
It is used to determine the quality of cement
B)
It is used to determine the quality of aggregates
C)
It is used to determine the quality of water
D)
None of the above

Correct Answer :   It is used to determine the quality of water


Explanation : This test is used to assess how much water is needed to make a standard or typical consistency cement paste. This test also helps to determine soundness, compressive strengths and setting time of the cement.

A)
water
B)
base
C)
acid
D)
salt and acid

Correct Answer :   water


Explanation : As water comes into contact with cement particles, hydration reactions immediately starts at the surface of the particles. It is an exothermic reaction i.e., heat is released during the process. The resultant product of this reaction is hardened cement.

A)
1 : 1 : 2
B)
1 : 2 : 4
C)
1 : 3 : 6
D)
1 : 4 : 8

Correct Answer :   1 : 2 : 4

A)
flaky
B)
irregular
C)
rounded spherical
D)
None of the above

Correct Answer :   rounded spherical

A)
proper concrete mix
B)
low water cement ratio
C)
less cement in the concrete
D)
All of the above

Correct Answer :   All of the above


Explanation : * proper concrete mix
* low water cement ratio
* less cement in the concrete
* presaturated aggregates

A)
M 150
B)
M 200
C)
M 250
D)
M 400

Correct Answer :   M 400

A)
High density region
B)
Low density region
C)
Low and high density regions adsorb
D)
Low and high density regions absorb and transmit same amount of radiation

Correct Answer :   Low density region


Explanation : In radiography test internal flaws are detected using short wavelength electromagnetic radiations such as X-rays and rays. The component to be tested is put in the direction of radiations generated by X-rays or rays in this approach.

A)
Hardness
B)
Strength
C)
Toughness
D)
Stiffness

Correct Answer :   Hardness


Explanation : Hardness is the property of a material that resists penetration or indentation by abrasion or scratching.

A)
improved frost resistance
B)
smaller creep and shrinkage
C)
greater density and smaller permeability
D)
All of the above

Correct Answer :   All of the above


Explanation : * improved frost resistance
* smaller creep and shrinkage
* greater density and smaller permeability
* greater wear resistance and improved bond strength

A)
3%
B)
4%
C)
5%
D)
None of the above

Correct Answer :   5%

A)
Tricalcium silicate (C₃S) hydrates rapidly
B)
Tricalcium silicate (C₃S) develops early strength
C)
Tricalcium silicate (C₃S) generates more heat of hydration
D)
Tricalcium silicate (C₃S) has more resistance to sulphate attack

Correct Answer :   Tricalcium silicate (C₃S) has more resistance to sulphate attack

A)
250 kg/cm²
B)
200 kg/cm²
C)
150 kg/cm²
D)
100 kg/cm²

Correct Answer :   200 kg/cm²

A)
7
B)
6
C)
5
D)
4

Correct Answer :   7

A)
1000°C
B)
1200°C
C)
1400°C
D)
1600°C

Correct Answer :   1400°C

A)
Low Heat Cement
B)
Quick Setting Cement
C)
Sulphate Resisting Cement
D)
Rapid Hardening Cement

Correct Answer :   Sulphate Resisting Cement


Explanation : Sulphate resistance is excellent in cement with composition. This type of cement is utilized in the construction of foundations on soils with high sulphate levels in the subsoil.

A)
Low Heat Cement
B)
Colored Cement
C)
High Alumina Cement
D)
Rapid Hardening Cement

Correct Answer :   Colored Cement


Explanation : Colored cement is made by mixing 5-10% mineral pigments into Portland cement during the grinding process. The color added to the cement can fade but the cement retains its workability and durability.

A)
40 mm
B)
50 mm
C)
60 mm
D)
70 mm

Correct Answer :   40 mm

A)
fine aggregates
B)
coarse aggregates
C)
Both (A) and (B)
D)
Neither (A) nor (B)

Correct Answer :   Both (A) and (B)

A)
increase in shrinkage
B)
reduction bleeding
C)
decrease in early strength
D)
All of the above

Correct Answer :   All of the above


Explanation : * increase in shrinkage
* reduction bleeding
* decrease in early strength
* reduction in chemical action with sulphates

A)
segregation
B)
lower density
C)
weakness of concrete
D)
All of the above

Correct Answer :   All of the above

A)
Burst
B)
Cold shut
C)
Flaking
D)
Blow hole

Correct Answer :   Cold shut


Explanation : Cold shut refers to a discontinuity in molten metal casting that can be generated by splashing, surging, halted pouring, or the meeting of two streams of metal coming from separate directions.

A)
Shear stress
B)
Tensile stress
C)
Compressive stress
D)
Tensile, compressive, and shear stresses

Correct Answer :   Compressive stress


Explanation : Plain cement concrete is strong in taking compressive stress but weak in tensile stress. It consists of water, cement, coarse aggregate, and fine aggregate.

A)
10°C
B)
20°C
C)
23°C
D)
27 ± 2°C

Correct Answer :   27 ± 2°C

A)
road pavement concrete is less than 30
B)
runway concrete is less than 30
C)
building concrete is less than 45
D)
All of the above

Correct Answer :   All of the above

A)
25 times
B)
30 times
C)
40 times
D)
50 times

Correct Answer :   25 times

A)
10%
B)
12.5%
C)
15%
D)
18.5%

Correct Answer :   12.5%

A)
5% by weight of aggregates plus 20% of weight of cement
B)
10% by weight of aggregates plus 10% of weight of cement
C)
5% by weight of aggregates plus 30% of weight of cement
D)
30% by weight of aggregates plus 10% of weight of cement

Correct Answer :   5% by weight of aggregates plus 30% of weight of cement

A)
wetter mix
B)
coarser grading
C)
larger proportion of maximum size aggregate
D)
All of the above

Correct Answer :   All of the above

A)
mix
B)
shrinks
C)
expands
D)
None of the above

Correct Answer :   shrinks

A)
Weight of water to the weight of cement
B)
Weight of water to the weight of aggregates
C)
Volume of cement to the volume of cement
D)
Density of cement to the Density of cement

Correct Answer :   Weight of water to the weight of cement


Explanation : The water–cement ratio is the weight of water in a concrete mix divided by the weight of cement. The strength of concrete is proportional to the Cement water ratio and inversely proportional to the w/c ratio.

A)
3 equal layers by volume
B)
3 equal layers by height
C)
5 layers
D)
5 layers by volume

Correct Answer :   3 equal layers by volume


Explanation : 3 equal layers by volume are placed. Fill the mold to a height of 12 inches in the shape of a frustum of a cone with a bottom diameter of 8 inches and a top diameter of 4 inches. Then, instead of filling it in three equal levels by height, fill it in three equal layers by volume.

A)
to mix coarse aggregates
B)
to mix cement and fine aggregate by dry hand
C)
to mix water to the cement, fine aggregates and coarse aggregates
D)
All of the above

Correct Answer :   All of the above


Explanation : * to mix coarse aggregates
* to mix cement and fine aggregate by dry hand
* to mix water to the cement, fine aggregates and coarse aggregates
* to oil inner surface of the mould and the base plate, before placing concrete

A)
reduction in bleeding
B)
reduction in permeability
C)
loss of heat of hydration
D)
All of the above

Correct Answer :   All of the above


Explanation : * reduction in bleeding
* reduction in permeability
* loss of heat of hydration
* increase in curing time

A)
white cement
B)
blast furnace slag cement
C)
low heat cement
D)
ordinary Portland cement

Correct Answer :   low heat cement

A)
The value of mean equivalent flexural strength adjusted to mean flexural strength
B)
The stress value produced when Pe,n is utilized in the equation of modulus of rupture to represent the average flexural strength in the post-peak zone up to a specific deflection of L/n
C)
The stress is derived when the peak load value is included in the rupture modulus equation
D)
The load value, which represents the average load-carrying capacity in the post-peak region up to a deflection of L/n

Correct Answer :   The stress value produced when Pe,n is utilized in the equation of modulus of rupture to represent the average flexural strength in the post-peak zone up to a specific deflection of L/n


Explanation : Equivalent flexural strength is the stress value that represents the average flexural strength in the post-peak zone up to a certain deflection of L/n obtained when Pe,n is employed in the equation of modulus of rupture.

A)
Inversely proportional
B)
Equal
C)
Similar
D)
Directly proportional

Correct Answer :   Inversely proportional


Explanation : Creep increases as the cement ratio rises. In other words, it’s possible to say that creep is inversely related to concrete strength.

A)
lime
B)
aluminium
C)
silica
D)
magnesium oxide

Correct Answer :   lime

A)
nala beds
B)
sea beds
C)
river beds
D)
All of the above

Correct Answer :   sea beds

A)
calcium chorides
B)
sodium sulphates
C)
calcium bicarbonates
D)
sodium carbonates and bicarbonates

Correct Answer :   sodium carbonates and bicarbonates

A)
hardens rapidly
B)
hydrates rapidly
C)
generates less heat of hydration
D)
provides less ultimate strength to cement

Correct Answer :   generates less heat of hydration

A)
length 30 cm, breadth 25 cm, height 30 cm
B)
length 27 cm, breadth 27 cm, height 48 cm
C)
length 39 cm, breadth 25 cm, height 32 cm
D)
length 220 cm, breadth 25 cm, height 40 cm

Correct Answer :   length 27 cm, breadth 27 cm, height 48 cm

A)
5 days
B)
7 days
C)
10 days
D)
14 days

Correct Answer :   7 days

A)
Tricalcium silicate and dicalcium silicate
B)
Dicalcium silicate and tricalcium aluminate
C)
Tricalcium aluminate and tricalcium alumino ferrite
D)
All of the above

Correct Answer :   All of the above

A)
1400° and 1500°C
B)
1300° and 1400°C
C)
1200° and 1300°C
D)
1100° and 1200°C

Correct Answer :   1400° and 1500°C

A)
60-75%
B)
65-80%
C)
90%
D)
40%

Correct Answer :   60-75%


Explanation : Aggregates are split into two groups, accounting for 60-75 percent of the total volume of concrete. Gravels, crushed stone, Natural gravel, and sand, etc. are the aggregates of the concrete.

A)
Normal-weight aggregate
B)
Lightweight aggregate
C)
Heavy-weight aggregate
D)
Both Normal-weight and Heavy-weight aggregate

Correct Answer :   Normal-weight aggregate


Explanation : Normal weight aggregates include crushed stone, gravel, and regular sand. They’re widely utilized in the production of regular and asphalt concrete, and highway sub-base.

A)
pans
B)
pumps
C)
containers
D)
wheel borrows

Correct Answer :   pumps

A)
floating
B)
screeding
C)
finishing
D)
trowelling

Correct Answer :   screeding

A)
thorough mixing of concrete is required
B)
proper compaction of concrete is required
C)
proper curing of concrete is required
D)
All of the above

Correct Answer :   All of the above


Explanation : * thorough mixing of concrete is required
* proper compaction of concrete is required
* proper curing of concrete is required
* properly graded and non-porous aggregates are requied

A)
21 kg
B)
28 kg
C)
35 kg
D)
60 kg

Correct Answer :   35 kg

A)
Portland-pozzolana cement
B)
quick setting cement
C)
rapid hardening cement
D)
low heat Portland cement

Correct Answer :   Portland-pozzolana cement

A)
72 hours
B)
56 hours
C)
24 hours
D)
24 to 48 hours

Correct Answer :   24 to 48 hours


Explanation : In all circumstances, 3/7 of the aforesaid period will suffice for rapid hardening cement, with the exception of vertical sides of slabs, beams, and columns, which should be held for 24 hours.

A)
Increasing fine aggregates
B)
Increasing size of aggregates
C)
Increasing flaky aggregates
D)
Decreasing size of aggregates

Correct Answer :   Increasing size of aggregates


Explanation : Workability should be obtained by the use of a well-graded aggregate that has the largest maximum particle size possible. Along with aggregate admixtures and air entrainment also increases the workability.

A)
a vertical line
B)
N.W. inclined line
C)
a horizontal line
D)
N.E. inclined line

Correct Answer :   a horizontal line

A)
mixing of lime with sand
B)
swelling of sand when wetted
C)
maximum water with sand
D)
mixing of different sizes of sand particles

Correct Answer :   swelling of sand when wetted

A)
increases workability
B)
increases strength
C)
decreases workability
D)
decreases resistance to weathering

Correct Answer :   increases workability

A)
Jullundur (Punjab)
B)
Jaipur (Rajasthan)
C)
Vijayawada (Andhra Pradesh)
D)
Ennore (Madras)

Correct Answer :   Ennore (Madras)

A)
5% of the total aggregates for low workability with a coarse grading
B)
10% of the total aggregates for low workability with a fine grading
C)
20% of the total aggregates for a mix having high workability with fine grading
D)
All of the above

Correct Answer :   All of the above

A)
Equal
B)
Directly proportional
C)
More than
D)
Inversely proportional

Correct Answer :   Directly proportional


Explanation : The coefficient of thermal expansion refers to either expansion or contraction of a material with temperature. The coefficient of thermal expansion rises in tandem with aggregates’ coefficient of thermal expansion, and vice versa.

A)
Improves strength
B)
Reduces strength
C)
Gives more slump
D)
Gives a smooth surface

Correct Answer :   Improves strength


Explanation : Mineral oil, when used in mixing, enhances the strength of the by up to 2%.

A)
graded coarse aggregate is roughly 0.040
B)
fine aggregate is roughly 0.45
C)
single size coarse aggregate is roughly 0.45
D)
All of the above

Correct Answer :   All of the above

A)
rounded aggregate
B)
flaky aggregate
C)
angular aggregate
D)
irregular aggregate

Correct Answer :   rounded aggregate

A)
silicious and catcareous materials
B)
argilaceous and calcareous materials
C)
silicious and argillaceous materials
D)
silicious, argillaceous and calcareous materials

Correct Answer :   silicious, argillaceous and calcareous materials

A)
thick and reinfored
B)
made with cement concrete
C)
thick and heavily reinfored
D)
thin and heavily reinforced

Correct Answer :   thick and heavily reinfored

A)
gypsum
B)
sodium oxide
C)
calcium chloride
D)
hydrogen peroxide

Correct Answer :   gypsum

A)
Sand
B)
Calcareous Rocks
C)
Argillaceous Rocks
D)
Argillocalcareous Rocks

Correct Answer :   Sand


Explanation : Sand is mixed with Cement to make concrete instead of making cement. Materials which we get from these 3 rocks are useful to make healty PC.

A)
2-3%
B)
2-6%
C)
3-5%
D)
4-6%

Correct Answer :   2-6%


Explanation : Portland cement is made by mixing substances containing CaCO3 with substances containing SiO2, Al2O3, Fe2O3 and heating them to a clinker which is subsequently ground to powder and mixed with 2-6 % gypsum.

A)
20 cm, 30 cm, 10 cm
B)
20 cm, 10 cm, 30 cm
C)
10 cm, 30 cm, 20 cm
D)
10 cm, 20 cm, 30 cm

Correct Answer :   10 cm, 20 cm, 30 cm

A)
Grinding and mixing of the raw materials in their wet state
B)
Grinding and mixing of the raw materials in their dry state
C)
Grinding and mixing of the raw materials in their medium state
D)
Grinding and mixing of the raw materials in their super dry state

Correct Answer :   Grinding and mixing of the raw materials in their dry state


Explanation : Grinding and mixing of the raw materials in their dry state is known as dry process and grinding and mixing of the raw materials in their wet state is known as wet process.

A)
do
B)
may be
C)
do not
D)
may or may not

Correct Answer :   do not


Explanation : The raw materials is so hard that they do not differentiate by water because the water might freeze in the mixture.

A)
size and shape of the container
B)
grading of aggregates
C)
size and shape of aggregates
D)
specific gravity of aggregates

Correct Answer :   size and shape of the container

A)
2.5 cm
B)
5.0 cm
C)
7.5 cm
D)
10 cm

Correct Answer :   5.0 cm

A)
where B.M. and S.F. are small
B)
at 18 m apart in huge structures
C)
where the member is supported by other member
D)
All of the above

Correct Answer :   All of the above

A)
1/5th of mean dimension
B)
2/5th of mean dimension
C)
3/5th of mean dimension
D)
4/5th of mean dimension

Correct Answer :   3/5th of mean dimension

A)
1 : 2 : 4
B)
1 : 3 : 6
C)
1 : 2 : 8
D)
1 : 4 : 10

Correct Answer :   1 : 4 : 10

A)
8.5
B)
7.5
C)
6.5
D)
5.5

Correct Answer :   7.5

A)
strength
B)
volume stability
C)
water resistance
D)
All of the above

Correct Answer :   All of the above

A)
6 mm
B)
8 mm
C)
10 mm
D)
12 mm

Correct Answer :   10 mm

A)
14 days
B)
21 days
C)
28 days
D)
35 days

Correct Answer :   28 days

A)
least weight for the given cement and aggregates
B)
greatest surface area for the given cement and aggregates
C)
greatest weight for the given cement and aggregates
D)
least surface area for the given cement and aggregates

Correct Answer :   greatest surface area for the given cement and aggregates

A)
lime
B)
silica
C)
iron oxide
D)
magnesium oxide

Correct Answer :   magnesium oxide

A)
floor level
B)
soffit level
C)
window sill level
D)
All of the above

Correct Answer :   All of the above

A)
Grinding and mixing of the raw materials in their wet state
B)
Grinding and mixing of the raw materials in their dry state
C)
Grinding and mixing of the raw materials in their medium state
D)
Grinding and mixing of the raw materials in their overheated state

Correct Answer :   Grinding and mixing of the raw materials in their wet state


Explanation : Grinding and mixing of the raw materials in their wet state is called wet process and grinding and mixing of the raw materials in their dry state is called dry process.

A)
12%
B)
35-50%
C)
40-45%
D)
100%

Correct Answer :   35-50%


Explanation : The moisture content in slurry for wet process is 35-50%. 12% is the moisture content for dry process.

A)
Clinker
B)
Cement silo
C)
Rotary kiln
D)
Slurry tank

Correct Answer :   Rotary kiln


Explanation : The slurry with the desired lime content passes into the rotary kiln up to 8 m in diameter and length 230m.

A)
30%
B)
40%
C)
50%
D)
60%

Correct Answer :   30%

A)
70 kg of sand and 140 litres of aggregates
B)
70 litres of sand and 120 litres of aggregates
C)
105 litres of sand and 140 litres of aggregates
D)
105 litres of sand and 210 litres of aggregates

Correct Answer :   105 litres of sand and 210 litres of aggregates

A)
Chemical reaction of cement with base
B)
Chemical reaction of cement with acid
C)
Chemical reaction of cement with salt, and acid
D)
Chemical reaction of cement with water

Correct Answer :   Chemical reaction of cement with water


Explanation : As water comes into contact with cement particles, hydration reactions immediately starts at the surface of the particles.

A)
Average
B)
Easy
C)
Very easy
D)
Very difficult

Correct Answer :   Very difficult


Explanation : It is difficult thus the rate of hydration decreases with time & as result hydration may take several years.

A)
Câ‚‚S
B)
C₃S
C)
C₃A
D)
Câ‚„AF

Correct Answer :   C₃S


Explanation : Higher C₃S→higher early strength-higher heat generation (roads, cold environments). Higher CS→lower early strength-lower heat generation (dams).

A)
2200 bags
B)
2400 bags
C)
2700 bags
D)
3000 bags

Correct Answer :   2700 bags

A)
increases
B)
decreases
C)
fluctuates
D)
remains constant

Correct Answer :   increases

A)
6m and 200m
B)
6m and 6m
C)
200m and 6m
D)
200m and 200m

Correct Answer :   6m and 200m


Explanation : They are produced in a range of sizes and units with diameters up to 6 m and lengths up to 200 m have been made.

136 .
What is the range of CaCO₃ in Argillocalcareous Rocks?
A)
<45%
B)
40-75%
C)
75%
D)
>75%

Correct Answer :   40-75%


Explaination : It is the standard value for in Argillocalcareous Rocks (40-75% CaCO₃ such as clayey limestone, clayey marl).

A)
.3-4 m
B)
.3-4 cm
C)
.15-5 m
D)
.15-5 cm

Correct Answer :   .15-5 cm


Explanation : As the materials pass through the kiln their temperature is rised upto 1300-1600 °C. The process of heating is named as “burning”. The output is known as “clinker” which is 0.15-5 cm in diameter.

A)
slump test
B)
tensile strength test
C)
compaction factor test
D)
flexural strength test

Correct Answer :   compaction factor test

A)
g/cm³
B)
kg/litre
C)
kg/cubic metre
D)
tonnes/cubic metre

Correct Answer :   kg/litre

A)
150 kg/cm²
B)
200 kg/cm²
C)
250 kg/cm²
D)
300 kg/cm²

Correct Answer :   150 kg/cm²

A)
shear strength
B)
tensile strength
C)
compressive strength
D)
None of the above

Correct Answer :   shear strength

A)
Kiln
B)
Clinker
C)
Granulator
D)
Raw meal

Correct Answer :   Granulator


Explanation : The blended meal is sieved and fed into a rotating dish called a granulator, water weighing about 12% of the meal being added at the same time.

A)
12%
B)
35-50%
C)
40-45%
D)
100%

Correct Answer :   12%


Explanation : 12% is the moisture content in slurry for dry process. The moisture content in slurry for wet process is 35-50%.

A)
mixing
B)
batching
C)
curing
D)
grading

Correct Answer :   batching

A)
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
B)
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
C)
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
D)
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3

Correct Answer :   Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3

A)
100 m
B)
200 m
C)
300 m
D)
400 m

Correct Answer :   400 m

A)
concrete
B)
lime
C)
clay
D)
sand

Correct Answer :   concrete

A)
10 kg
B)
12 kg
C)
14 kg
D)
16 kg

Correct Answer :   14 kg

A)
bleeding
B)
harshness
C)
segregation
D)
internal friction

Correct Answer :   harshness

A)
hardness of cement
B)
soundness of cement
C)
strength of cement
D)
durability of cement

Correct Answer :   soundness of cement

A)
10 mm particles
B)
20 mm particles
C)
4.75 mm particles
D)
All of the above

Correct Answer :   All of the above

A)
3.00 mm
B)
3.75 mm
C)
4.75 mm
D)
5.75 mm

Correct Answer :   4.75 mm

A)
Vertical
B)
Slightly inclined with vertical
C)
Horizontal
D)
Slightly inclined with horizontal

Correct Answer :   Slightly inclined with vertical


Explanation : The kiln is slightly inclined with horizontal so that the slurry coming from slurry tank can free fall with the gravity into the next process.

A)
650-900 °C
B)
900-1300 °C
C)
900-1050 °C
D)
1300-1450 °C

Correct Answer :   1300-1450 °C


Explanation : At 1300-1450 °C partial (20–30%) melting takes place, and belite reacts with calcium oxide to form alite.

A)
curing
B)
wetting
C)
placing
D)
compacting

Correct Answer :   curing

A)
M 200
B)
M 300
C)
M 400
D)
M 500

Correct Answer :   M 500

A)
Câ‚‚S
B)
C₃S
C)
C₃A
D)
Câ‚„AF

Correct Answer :   C₃S


Explanation : C₃S having a faster rate of reaction accompanied by greater heat generation developes early strength of the paste.

A)
Câ‚‚S
B)
C₃S
C)
C₃A
D)
Câ‚„AF

Correct Answer :   Câ‚‚S


Explanation : Câ‚‚S hydrates & hardens slowly so results in less heat generation & developes most of the ultimate strength.

A)
Câ‚‚S
B)
C₃S
C)
C₃A
D)
Câ‚„AF

Correct Answer :   C₃A


Explanation : C₃A is characteristically fast reacting with water & may lead to a rapid stiffening of the paste with a large amount of the heat generation (Flash-Set)-(Quick-Set).

A)
pozzolana
B)
gypsum and lime
C)
lime stone and clay
D)
lime, pozzolana and clay

Correct Answer :   gypsum and lime

A)
equal to the mean size
B)
twice the mean size
C)
thrice the mean size
D)
four times the mean size

Correct Answer :   twice the mean size

A)
100 cm
B)
125 cm
C)
150 cm
D)
200 cm

Correct Answer :   150 cm

A)
P.C. + Water
B)
P.C. + Water + Sand
C)
Water + Sand + Gravel
D)
P.C. + Water + Sand + Gravel

Correct Answer :   P.C. + Water + Sand


Explanation : Mortar is a mixture of 3 materials i.e. cement, water and sand (P.C. + sand + water = Mortar), used in building for holding bricks or stones together.

A)
glassy
B)
smooth
C)
granular
D)
honey combed and porous

Correct Answer :   glassy

A)
Granite
B)
Barite
C)
Magnetite
D)
Volcanic scoria

Correct Answer :   Granite

A)
15, 900 litres
B)
16, 900 litres
C)
17, 900 litres
D)
18, 900 litres

Correct Answer :   18, 900 litres

A)
rapid hardening Portland cement
B)
low-heat Portland cement
C)
Portland pozzolana cement
D)
Portland blast slag cement

Correct Answer :   low-heat Portland cement

A)
10mm
B)
12mm
C)
15mm
D)
18mm

Correct Answer :   15mm


Explanation : Hard pellets about 15 mm in diameter are formed. The pellets are baked hard in a pre-heating grate by means of hot gases from the kiln.

A)
85%
B)
80%
C)
75%
D)
70%

Correct Answer :   75%


Explanation : In this process, calcareous material and argillaceous material are ground separately to fine powder in the absence of water and then are mixed together in the desired proportions. Dehydration zone requires a somewhat shorter distance than the wet process.

A)
increased lime cement
B)
finer grinding
C)
burning at high temperature
D)
higher content of tricalcium

Correct Answer :   increased lime cement

A)
soundness test
B)
consistency test
C)
fineness test
D)
compressive strength test

Correct Answer :   consistency test

A)
1 : 2 : 4 mix
B)
1 : 1 :2 mix
C)
1 : 3 : 6 mix
D)
1 : 1.5 : 3 mix

Correct Answer :   1 : 2 : 4 mix

A)
macl
B)
chalk
C)
lime stone
D)
laterite

Correct Answer :   laterite

A)
30 mm
B)
60 mm
C)
75 mm
D)
90 mm

Correct Answer :   75 mm

A)
clay
B)
sand
C)
gravel
D)
None of the above

Correct Answer :   clay

A)
workability
B)
water cement ratio
C)
fineness modulus
D)
grading of aggregate

Correct Answer :   water cement ratio

A)
angular aggregate
B)
flaky aggregates
C)
rounded aggregate
D)
irregular aggregate

Correct Answer :   rounded aggregate

A)
screed vibrator
B)
form vibrator
C)
internal vibrator
D)
None of the above

Correct Answer :   screed vibrator

A)
7 days
B)
14 days
C)
21 days
D)
28 days

Correct Answer :   28 days

A)
1
B)
2
C)
3
D)
4

Correct Answer :   3


Explanation : There are 3 principal thermal properties for aggregates :

* coefficient of thermal expansion.
* specific heat.
* thermal conductivity.

A)
No change
B)
A small change in pressure may introduce
C)
A small change in temperature may introduce
D)
A large change in temperature may introduce

Correct Answer :   A large change in temperature may introduce


Explanation : If it happens then a large change in temperature may introduce differential movement which may break the bond between the aggregates and the paste.

A)
5.4 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C
B)
5.4 * 10⁻⁶ and 10.8 * 10⁻⁶ per °C
C)
10.8 * 10⁻⁶ and 16.2 * 10⁻⁶ per °C
D)
10.8 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C

Correct Answer :   5.4 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C


Explanation : The coefficient of thermal expansion lies between approximately 5.4 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C.

A)
5.4 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C
B)
5.4 * 10⁻⁶ and 10.8 * 10⁻⁶ per °C
C)
10.8 * 10⁻⁶ and 16.2 * 10⁻⁶ per °C
D)
10.8 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C

Correct Answer :   10.8 * 10⁻⁶ and 16.2 * 10⁻⁶ per °C


Explanation : The coefficient of thermal expansion for hydrated Portland cement lies between approximately 10.8 * 10⁻⁶ and 16.2 * 10⁻⁶ per °C.

A)
5.4 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C
B)
5.8 * 10⁻⁶ and 14 * 10⁻⁶ per °C
C)
10.8 * 10⁻⁶ and 16.2 * 10⁻⁶ per °C
D)
10.8 * 10⁻⁶ and 12.6 * 10⁻⁶ per °C

Correct Answer :   5.8 * 10⁻⁶ and 14 * 10⁻⁶ per °C


Explanation : The linear thermal coefficient of expansion lies between approximately 5.8 * 10⁻⁶ and 14 * 10⁻⁶ per °C depending upon the type of aggregates.

A)
M 100
B)
M 150
C)
M 200
D)
M 250

Correct Answer :   M 100

A)
90 minutes
B)
75 minutes
C)
60 minutes
D)
30 minutes

Correct Answer :   30 minutes

A)
Zone I
B)
Zone II
C)
Zone III
D)
Zone IV

Correct Answer :   Zone I

A)
1
B)
2
C)
3
D)
4

Correct Answer :   2


Explanation : There are 2 types of aggregates based on geological origin. They are natural aggregates and artificial aggregates.

A)
1
B)
2
C)
3
D)
4

Correct Answer :   4


Explanation : There are 4 types of aggregates based on size. They are :

* fine aggregates,
* coarse aggregates,
* all in aggregates
* single size aggregates

A)
20ton
B)
30ton
C)
40ton
D)
None of the above

Correct Answer :   40ton


Explanation : Aggregate crushed before the application of full load of 40ton, the weaker material become compacted, so that the amount of crushing in later stage of the test is reduced.

A)
depends upon the amount of water used in the mix
B)
does not depend upon the quality of cement mixed with aggregates
C)
does not depend upon the quanity of cement mixed with aggregates
D)
All of the above

Correct Answer :   All of the above

A)
ferrous sulphate
B)
nitric acid
C)
sulphuric acid
D)
potassium chloride

Correct Answer :   ferrous sulphate

A)
20 mm to 30 mm
B)
30 mm to 40 mm
C)
40 mm to 50 mm
D)
50 mm to 60 mm

Correct Answer :   40 mm to 50 mm

A)
flooding
B)
bleeding
C)
creeping
D)
segregation

Correct Answer :   bleeding

A)
1000
B)
1400
C)
2000
D)
2400

Correct Answer :   2400


Explanation : The unit weight of heavy weight concrete varies from 2400 kg/m³ with sp.gr range from 4.0 to 4.6. (eg: mineral ore sand barite).

A)
kg/l
B)
g/ml
C)
kg/ml
D)
None of the above

Correct Answer :   kg/l

A)
1
B)
1.5
C)
2.7
D)
3

Correct Answer :   2.7


Explanation : The average specific gravity of majority of natural aggregates lies between 2.6 and 2.8.

A)
Sp. Gr. = a-b/c
B)
Sp. Gr. = c/a-b
C)
Sp. Gr. = (a-b)/c
D)
Sp. Gr. = c/(a-b)

Correct Answer :   Sp. Gr. = c/(a-b)


Explanation : Specific gravity is the ratio of the density of a substance to the density of a reference substance; equivalently, it is the ratio of the mass of a substance to the mass of a reference substance for the same given volume.

A)
rich mix
B)
less water
C)
fine aggregates
D)
more water and coarse aggregates

Correct Answer :   more water and coarse aggregates

A)
low heat cement
B)
rapid hardening cement
C)
ordinary Portland cement
D)
blast furnace slag cement

Correct Answer :   rapid hardening cement

A)
Fine aggregate shows completely realistic volume
B)
The state of setting someone or something apart from others
C)
The volume increase of fine aggregate due to presence of moisture content in it
D)
The moisture present in aggregate forms a film around each particle

Correct Answer :   The volume increase of fine aggregate due to presence of moisture content in it


Explanation : The volume increase of fine aggregate due to presence of moisture content is known as bulking. Fine sand bulks more as compared to coarse sand.

A)
{(h-h1)/h1}*100
B)
{(h-h1)/h}*100
C)
{(h1-h)/h}*100
D)
{(h1-h)/h1}*100

Correct Answer :   {(h-h1)/h1}*100


Explanation : It is the formula to calculate the percentage of bulking. Percentage in bulking = {(h-h1)/h1}*100.

A)
Negligible
B)
More than sand
C)
Less than sand
D)
Equal than sand

Correct Answer :   Negligible


Explanation : Bulking is indirectly proportional to the particle size of the aggregates. Size of coarse aggregates is more hence negligible bulking.

A)
10 cm
B)
15 cm
C)
20 cm
D)
25 cm

Correct Answer :   25 cm

A)
density
B)
strength
C)
durability
D)
All of the above

Correct Answer :   All of the above

A)
igneous rocks
B)
sedimentary rocks
C)
volcanic source
D)
metamorphic rocks

Correct Answer :   volcanic source

A)
50
B)
40
C)
35
D)
25

Correct Answer :   40


Explanation : A maximum value of 40% age is allowed for WBM base course in Indian conditions.

A)
12, 18
B)
10, 15
C)
15, 10
D)
18, 12

Correct Answer :   12, 18


Explanation : The loss in weight should not exceed 12 percent when tested with sodium sulphate and 18 percent with magnesium sulphate solution.

A)
The ability to insulate the heat
B)
Is a measure of its heat capacity
C)
The ability to conduct the heat
D)
Same as thermal conductivity

Correct Answer :   The ability to conduct the heat


Explanation : Thermal conductivity is the ability of the aggregates to conduct the heat.

A)
18.5 mm
B)
16.5 mm
C)
15.5 mm
D)
13.5 mm

Correct Answer :   13.5 mm

A)
35 m
B)
45 m
C)
25 m
D)
15 m

Correct Answer :   45 m

A)
very low
B)
low
C)
medium
D)
high

Correct Answer :   medium

A)
impact value
B)
water absorption
C)
crushing strength
D)
abrasion resistance

Correct Answer :   abrasion resistance

A)
fine sand
B)
medium sand
C)
coarse sand
D)
very coarse sand

Correct Answer :   fine sand

A)
dams
B)
abutments
C)
massive foundations
D)
All of the above

Correct Answer :   All of the above

A)
silica
B)
alkalis
C)
alumina
D)
iron oxide

Correct Answer :   alkalis

A)
23°C
B)
0°
C)
- 5.6°C
D)
- 11.7°C

Correct Answer :   - 11.7°C

A)
Reduces strength
B)
Gives more slump
C)
Improves strength
D)
Gives a smooth surface

Correct Answer :   Reduces strength


Explanation : If vegetable oil is present in mixing of concrete then it will reduces the strength due to more lubrication.

A)
Gives more slump
B)
Reduces strength
C)
Improves strength
D)
Gives a smooth surface

Correct Answer :   Improves strength


Explanation : The mineral oil if present in mixing for concrete increases strength for the concentration up to 2%.

A)
1
B)
.1
C)
10
D)
.01

Correct Answer :   .1


Explanation : To neutralize 200 ml of sample should not require more than 10 ml of 0.1 normal HCI using methyl orange as an indicator and .1 and .01 is very slow process.

A)
200mg/l
B)
500mg/l
C)
2000mg/l
D)
3000mg/l

Correct Answer :   200mg/l


Explanation : 200mg/l is the standard value for the permissible limits for construction of organic matter in water.

A)
200mg/l
B)
500mg/l
C)
2000mg/l
D)
3000mg/l

Correct Answer :   3000mg/l


Explanation : 3000mg/l is the standard value for the permissible limits for construction of inorganic matter in water.

A)
200mg/l
B)
500mg/l
C)
2000mg/l
D)
3000mg/l

Correct Answer :   2000mg/l


Explanation : 2000mg/l is the standard value for the permissible limits for construction of suspended matter in water.

A)
200mg/l
B)
500mg/l
C)
1000mg/l
D)
2000mg/l

Correct Answer :   1000mg/l


Explanation : 1000mg/l is the standard value for the permissible limits for construction of chlorides in water for RCC work.

A)
200mg/l
B)
500mg/l
C)
1000mg/l
D)
2000mg/l

Correct Answer :   2000mg/l


Explanation : 2000mg/l is the standard value for the permissible limits for construction of chlorides in water for PCC work.

A)
200mg/l
B)
500mg/l
C)
1000mg/l
D)
2000mg/l

Correct Answer :   500mg/l


Explanation : 500mg/l is the standard value for the permissible limits for construction of sulphates in water.

A)
500
B)
1000
C)
1500
D)
2000

Correct Answer :   500


Explanation : It is the standard value of maximum limit (ppm) for chlorides in water for construction.

A)
500
B)
1000
C)
1500
D)
2000

Correct Answer :   1000


Explanation : It is the standard value of maximum limit (ppm) for Sulphur trioxide in water for construction.

A)
500
B)
1000
C)
1500
D)
2000

Correct Answer :   1500


Explanation : It is the standard value of maximum limit (ppm) for turbidity in water for construction.

A)
500
B)
1000
C)
1500
D)
2000

Correct Answer :   1000


Explanation : It is the standard value of maximum limit (ppm) for Alkali Carbonates and Bicarbonates in water for construction.

A)
Water fair material
B)
Water absorption material
C)
Water adsorption material
D)
Water repellent materials

Correct Answer :   Water repellent materials


Explanation : Water proofing admixtures are available in powder, paste or liquid form and may consist of pore filling or water repellent materials.

A)
Zinc
B)
Chalk
C)
Aluminium
D)
Silicate of soda

Correct Answer :   Chalk


Explanation : Chemically active pore filling materials: silicate of soda, aluminium, zinc sulphates and calcium chloride.

A)
Improve
B)
Increase
C)
Decrease
D)
Don’t affect

Correct Answer :   Improve


Explanation : Chemically inactive pore fillers improve the workability and to facilitate the reduction of water for given workability and to make dense concrete which is basically impervious.

A)
Small
B)
Medium
C)
Large
D)
Absent

Correct Answer :   Large


Explanation : Entrapped air normally exists in the form of relatively large air voids, which are not dispersed uniformly throughout the mix, entrained air exists in the form of minute disconnected bubbles well distributed throughout the mix.

A)
More sand
B)
More cement
C)
More fine aggregates
D)
Fineness of coarse aggregate

Correct Answer :   More cement


Explanation : Workability of concrete can be improved by more cement and water with proper water cement ratio.

A)
Time of transit
B)
Aggregates cement ratio
C)
Grading of the aggregates
D)
Water cement ratio

Correct Answer :   Water cement ratio


Explanation : Workability of concrete is inversely proportional to the Water cement ratio because if the amount of w/c ratio increases, workability decreases.

A)
Low workability
B)
Good workability
C)
Medium workability
D)
Very good workability

Correct Answer :   Low workability


Explanation : Roads vibrated by hand-operated machines. At the more workable end of this group, concrete may be manually compacted in roads using aggregate of rounded or irregular shape.

A)
Smooth surfaces give poor workability
B)
Smooth surfaces give better workability
C)
Rough surfaces give poor workability
D)
Rough surfaces give better workability

Correct Answer :   Smooth surfaces give better workability


Explanation : The use of smooth and rounded, rather than irregularly shaped aggregate also increases workability.

A)
10MPa
B)
20MPa
C)
30MPa
D)
40MPa

Correct Answer :   40MPa


Explanation : High strength of concrete has the compressive strength greater or equal to 40MPa.

A)
Fine
B)
Flaky
C)
Coarse
D)
All in one

Correct Answer :   Coarse


Explanation : To produce 70 MPa compressive strength, coarse aggregates are being used in HSC.

A)
10-20 mm
B)
20-30 mm
C)
30-40 mm
D)
40-50 mm

Correct Answer :   20-30 mm


Explanation : Maximum size of aggregates is 20-30 mm are used to produce 70MPa compressive strength.

A)
Decrease the no of steel required in the same column
B)
Increase the no of steel required in the same column
C)
Increase the no of steel required in the different column
D)
Decrease the no of steel required in the different column

Correct Answer :   Decrease the no of steel required in the same column

A)
Reactive powder concrete
B)
NPC
C)
Active powder concrete
D)
High Strength concrete

Correct Answer :   Reactive powder concrete


Explanation : Ultra-High Performance Concrete (UHPC), also known as reactive powder concrete (RPC), is a high-strength, ductile material.

A)
17000 psi
B)
20000 psi
C)
25000 psi
D)
29000 psi

Correct Answer :   29000 psi


Explanation : The material provides compressive strengths of up to 29000 pounds per square inch.

A)
30-35 GPa
B)
35-40 GPa
C)
45-50 GPa
D)
40-45 GPa

Correct Answer :   45-50 GPa


Explanation : 45-50 GPa or 6500 to 7300 ksi is the range of modulus of elasticity for ultra-high performance concrete.

A)
Igneous Environment
B)
Sedimentary environment
C)
Metamorphic environment
D)
In all environment

Correct Answer :   Sedimentary environment


Explanation : Clay minerals are common in sedimentary formations and seismic measurements are our main tools for studying sub-surface lithology.

A)
200 GPa
B)
100-150 GPa
C)
20 and 50 GPa
D)
30 and 40 GPa

Correct Answer :   20 and 50 GPa

A)
Pycnometer
B)
Cylindrical cavity
C)
Helium porosimeter
D)
Hydrostatic pressure

Correct Answer :   Pycnometer


Explanation : The grain density of the clay powders was measured using a pycnometer.

A)
Pycnometer
B)
Cylindrical cavity
C)
Hydrostatic pressure
D)
Helium porosimeter

Correct Answer :   Helium porosimeter


Explanation : For the cold-pressed aggregate samples, porosity, bulk and grain densities were measured at room P–T conditions with a helium porosimeter.

A)
Ec = 5000 fck²
B)
Ec = 5000 fck⋅⁵
C)
Ec = 5000 fck³
D)
Ec = 5000 fckâ…“

Correct Answer :   Ec = 5000 fck⋅⁵


Explanation : IS 456 of 2000 gives the modulus of elasticity as Ec = 5000 fck⋅⁵ where Ec is the modulus of elasticity in N/mm²

A)
It is the time-dependent deformation that occurs on the prolonged application of stress
B)
These deformations occur either on loss of moisture from the concrete on cooling of concrete
C)
These are the instantaneous deformations that occur when an external stress is first applied
D)
Any one or combinations of the above types of deformations in a hardened concrete leads to cracking

Correct Answer :   These are the instantaneous deformations that occur when an external stress is first applied


Explanation : Elastic strain in concrete, as defined above, depends on the externally applied stress and the modulus of elasticity of concrete.

A)
Applied force
B)
Tensile strength
C)
External strength
D)
Compressive strength

Correct Answer :   Compressive strength


Explanation : Static modulus of elasticity of concrete has been related to its compressive strength by the various Standards.

A)
1
B)
2
C)
3
D)
4

Correct Answer :   3


Explanation : There are 3 types of shrinkage that are caused due to loss of water i.e. plastic, drying and autogenous.

A)
1
B)
2
C)
3
D)
4

Correct Answer :   2


Explanation : There are 2 types of shrinkage which are caused due to cooling and carbonation.

A)
Cement aggregate ratio
B)
Sand content
C)
Aggregate ratio
D)
Water cement ratio

Correct Answer :   Cement aggregate ratio


Explanation : Volume chances due to difference in thermal properties of the aggregates and cement paste.

A)
Increase in rate of loading
B)
Decrease in rate of loading
C)
Unaffected by rate of loading
D)
Depends on application of load

Correct Answer :   Increase in rate of loading


Explanation : Strength of concrete is directly proportional to the nature of the loading.

A)
Decrease in curing time
B)
Decrease with w/c ratio
C)
Increase with w/c ratio
D)
Decrease in size of aggregates

Correct Answer :   Decrease with w/c ratio


Explanation : As mentioned above that Strength of concrete is inversely proportional to w/c ratio.

A)
1.15
B)
1
C)
.85
D)
.75

Correct Answer :   .75


Explanation : After the lab broke the seven-day cylinders, the cylinder from the pier with added water broke at 1980 psi. The other seven-day cylinders were as high as 2620 psi.

A)
.5
B)
.05
C)
.25
D)
.33

Correct Answer :   .5


Explanation : Approximate ratio of direct tensile strength to flexural strength is .5 according to the formula.

A)
Maximum
B)
Nominal
C)
Minimum
D)
None of the above

Correct Answer :   Minimum


Explanation : Option C can be eliminated easily because we need atleast some compressive strength. The minimum compressive strength required from structural consideration.

A)
Full
B)
Half
C)
Double
D)
Quarter

Correct Answer :   Double


Explanation : Option C can be eliminated easily because double compaction is not possible. The adequate workability necessary for full compaction with the compacting equipment available.

A)
Test Method for Slump of Hydraulic Cement Concrete
B)
Test Method for Making and Curing Concrete Test Specimens in the Field
C)
Test Method for Compressive Strength of Cylindrical Specimen
D)
Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete

Correct Answer :   Test Method for Making and Curing Concrete Test Specimens in the Field


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C31 test is for Test Method for Making and Curing Concrete Test Specimens in the Field.

A)
Test Method for Compressive Strength of Cylindrical Specimen
B)
Test Method for Slump of Hydraulic Cement Concrete
C)
Test Method for Making and Curing Concrete Test Specimens in the Field
D)
Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete

Correct Answer :   Test Method for Compressive Strength of Cylindrical Specimen


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C39 test is for Test Method for Compressive Strength of Cylindrical Specimen.

A)
Test Method for Slump of Hydraulic Cement Concrete
B)
Test Method for Compressive Strength of Cylindrical Specimen
C)
Test Method for Making and Curing Concrete Test Specimens in the Field
D)
Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete

Correct Answer :   Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C138 test is for Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete.

A)
Maximize, Increase
B)
Minimize, Increase
C)
Maximize, Decrease
D)
Minimize, Decrease

Correct Answer :   Minimize, Decrease


Explanation : Quality control helps to minimize the risks of overdesign that reduces the overall cost.

A)
Maximize, after
B)
Minimize, before
C)
Minimize, after
D)
Maximize, before

Correct Answer :   Minimize, after


Explanation : Minimize the cost of repair and maintenance of the structure after construction due to quality works.

A)
Improve, Increase
B)
Improve, Decrease
C)
Ruin, Decrease
D)
Ruin, Increase

Correct Answer :   Improve, Decrease


Explanation : It improves job-site concrete handling, curing, sampling and testing procedures to reduce potential liability to the company.

A)
2/3
B)
1/2
C)
1/3
D)
1/4

Correct Answer :   2/3


Explanation : The general practice for structural light-weight concrete is to mix the aggregate and about 2/3 of the mixing water for a period upto one minute prior to the addition of cement and the balance mixing water.

A)
Mixing Al in the concrete
B)
Mixing Fe in the concrete
C)
Using coke-breeze, slag as aggregate in the concrete
D)
Mixing Portland cement with sawdust in specified proportion in the concrete

Correct Answer :   Using coke-breeze, slag as aggregate in the concrete


Explanation : The light-weight concrete is prepared by using coke-breeze, cinder or slag as aggregate in the concrete.

A)
Due to heavy load
B)
Settlement of structure
C)
High water cement ratio
D)
Low w/c ratio

Correct Answer :   Low w/c ratio


Explanation : Low w/c ratio will directly affect the quality of concrete. A lower water cement ratio leads to high strength in concrete therefore lesser cracks.

A)
Gain of water
B)
Low w/c ratio
C)
Due to light load
D)
Temperature difference

Correct Answer :   Temperature difference


Explanation : Concrete expands and shrinks when the temperature changes which directly leads to cracking in the building.

A)
0.5
B)
5
C)
10
D)
24

Correct Answer :   5


Explanation : Plastic shrinkage concrete occurs within 1 hours and 8 hours after placing, when subjected to a very rapid loss of moisture.

A)
Volumetric strain
B)
W/c ratio
C)
Low volume
D)
Volumetric stress

Correct Answer :   Volumetric strain

A)
1
B)
2
C)
3
D)
4

Correct Answer :   3


Explanation : Volumetric strain is equal to 3 times the linear strain in freshly hardened concrete.

A)
Linear strain
B)
Linear stress
C)
Volumetric strain
D)
Volumetric stress

Correct Answer :   Linear strain


Explanation : In practice, shrinkage is measured simply as a linear strain in freshly hardened concrete.

A)
IS 456-2010
B)
IS 456-2000
C)
IS 465-2000
D)
IS 513-1999

Correct Answer :   IS 456-2000


Explanation : IS 456-2000 has designated the concrete mixes into a number of grades as M10, M15, M20, M25, M30, M35 and M40.

A)
Test Method for Slump of Hydraulic Cement Concrete
B)
Test Method for Compressive Strength of Cylindrical Specimen
C)
Test Method for Making and Curing Concrete Test Specimens in the Field
D)
Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete

Correct Answer :   Test Method for Slump of Hydraulic Cement Concrete


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C143 test is for Test Method for Slump of Hydraulic Cement Concrete.

A)
Test Method for Temperature of Freshly Mixed Portland-Cement Concrete
B)
Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
C)
Test Method for Sampling Freshly Mixed Concrete
D)
Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

Correct Answer :   Test Method for Sampling Freshly Mixed Concrete


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C172 test is for Test Method for Sampling Freshly Mixed Concrete.

A)
Test Method for Sampling Freshly Mixed Concrete
B)
Test Method for Temperature of Freshly Mixed Portland-Cement Concrete
C)
Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
D)
Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

Correct Answer :   Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C173 test is for Air Content of Freshly Mixed Concrete by the Volumetric Method.

A)
1:3:6
B)
1:2:4
C)
1:1:2
D)
1:1.5:3

Correct Answer :   1:3:6


Explanation : According to IS 456-2000 code, the approximate value of mix proportion for grade M10 is 1:3:6.

A)
1:3:6
B)
1:2:4
C)
1:1:2
D)
1:1.5:3

Correct Answer :   1:2:4


Explanation : According to IS 456-2000 code, the approximate value of mix proportion for grade M15 is 1:2:4.

A)
1:3:6
B)
1:2:4
C)
1:1:2
D)
1:1.5:3

Correct Answer :   1:1.5:3


Explanation : According to IS 456-2000 code, the approximate value of mix proportion for grade M20 is 1:1.5:3.

A)
1:3:6
B)
1:2:4
C)
1:1:2
D)
1:1.5:3

Correct Answer :   1:1:2


Explanation : According to IS 456-2000 code, the approximate value of mix proportion for grade M25 is 1:1:2.

A)
Test Method for Sampling Freshly Mixed Concrete
B)
Test Method for Temperature of Freshly Mixed Portland-Cement Concrete
C)
Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
D)
Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

Correct Answer :   Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C231 test is for Air Content of Freshly Mixed Concrete by the Pressure Method.

A)
Test Method for Temperature of Freshly Mixed Portland-Cement Concrete
B)
Test Method for Sampling Freshly Mixed Concrete
C)
Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
D)
Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

Correct Answer :   Test Method for Temperature of Freshly Mixed Portland-Cement Concrete


Explanation : According to Standard ASTM test methods to evaluate field-placed concrete C1064 test is for Temperature of Freshly Mixed Portland-Cement Concrete.

A)
Bad, reduce
B)
Good, reduce
C)
Bad, Decrease
D)
Good, increase

Correct Answer :   Good, reduce


Explanation : Good quality construction reduces the wastage of materials, smooth function of the team and keeps the construction cost within the limit.

A)
1-2
B)
2-3
C)
3-4
D)
4-5

Correct Answer :   3-4


Explanation : This type of cement was first of all developed in U.S.A. It is recommended that air contents should be 03-04 % by volume.

A)
IS 456-2010
B)
IS 456-2000
C)
IS 465-2000
D)
IS 513-1999

Correct Answer :   IS 456-2000


Explanation : Option can be eliminated because there is no such code. Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by IS 456:2000.

A)
Nitric oxide
B)
Iron oxide
C)
Silicon carbide
D)
Aluminum oxide

Correct Answer :   Aluminum oxide


Explanation : Powder form of aluminum oxide is used for fine polishing process. It is surface treatment process.