Formative MCQ weekly assessments Flashcards

(69 cards)

1
Q
A

A - Fly Ash

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2
Q
A

C - 1400

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3
Q
A

C - Reacts with water

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4
Q
A

B - Steel

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5
Q
A

D - A coarse aggregate particle

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6
Q
A

C - 1.6 tonnes

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7
Q
A

B - The coefficient of thermal expansion of steel is about the same as concrete

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8
Q
A

C - It is required for infrastructure development

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9
Q
A

A - To address concerns over chrome 6 content

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10
Q
A

A - Coarse aggregate, fine aggregate, cement, water

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11
Q
A

A - It’s not a very specific test - it’s really for quality control - but probably yield stress rather than plastic viscosity

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12
Q
A

A - Fluidity, Compatibility, and Cohesion

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13
Q
A

A - This fraction gives the mix cohesion i.e prevents segregation of the aggregate, cement and water

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14
Q
A

A - g = yield stress h = plastic viscosity

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15
Q
A

A - Fine and coarse aggregate sizes; aggregate grading (%<600 microns); crushed vs uncrushed aggregate; cement type

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16
Q
A

A - Ettringite

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17
Q
A

A - The period of slow hydration

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18
Q
A

A - 1.7

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19
Q
A

A - Ettringite - portlandite - C-S-H

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20
Q
A

A - C3A

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21
Q
A

A - Long thin needles

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22
Q
A

D - Within the volume of the original cement particles

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23
Q
A

A - 28 days

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24
Q
A

A - Yes choosing the wrong the wrong aggregate can cause an alkali aggregate reaction which weakens the concrete

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25
A - Docklands light railway
26
C - It increases by 10-15%
27
A - They can produce stronger concrete
28
A - They allow rapid overbuilding on large buildings
29
A - GGBS (Ground granulated blast furnace slag)
30
A - They accelerate hydration, enabling more rapid construction
31
A - C3A (Alite)
32
A - To obtain good chloride resistance
33
A - Particles are spherical
34
A - Oven dried aggregate will be stronger and less workable
35
A - The fine aggregate fills the gaps between the coarse aggregate particles, reducing voids ratio and thus the amount of cement paste required for compaction
36
A - Reduced carbon footprint
37
A - All the reasons
38
A - Fly ash
39
A - Quartz undergoes an expansive phase change at 573°C causing the concrete to become unstable.
40
A - Affects the density of concrete, and hence it's self weight and deflections
41
A - Metakaolin
42
A - How much aggregate will absorb moisture and will also affect porosity
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45
D
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57
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59
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60
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61
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62
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69
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