HW6 Flashcards

1
Q

Why do we add sand to concrete mixes?

A

Adding sand reduces the cost (by reducing the amount of cement paste required), increases elastic modulus of the concrete, and improves dimensional stability.

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2
Q

What is the significance of the fineness modulus?

A

Fineness modulus is an indication of the mean size of the sand particles

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3
Q

Is this sand suitable for making concrete? (FM=1.75)

A

No, this sand is too fine for making concrete (FM should be between 2.00-4.00)

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4
Q

Why do FAs follow a certain grading limit?

A

Coarser sands produce unworkable concrete, and fine sands increase water
requirement.

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5
Q

Why are coarse aggregates graded?

A

Well-graded coarse aggregates reduce the amount of paste required.

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6
Q

g) What do we mean by the maximum coarse aggregate size?

A

The sieve size on which 15% or more of the particles are retained

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7
Q

What considerations control the choice of the maximum aggregate size in a
concrete mix

A

The MSA is often chosen as less than 1/5 of the narrowest formwork dimension,
and less than ¾ of the maximum clear distance between reinforcing bars. For high
strength mixtures, the MSA is limited to 19mm, as large aggregates tend to
produce more microcracks in the ITZ.

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8
Q

How does the aggregate shape influence the properties of the concrete mix?

A

Angular aggregates create a less workable concrete compared to rounded
aggregates. Flat or flaky aggregates are generally weaker than more spherical
particles.

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9
Q

Basalts are generally i) fine-grained or ii) glassy. Please explain why.

A

i) Basalts form closer to the surface of the earth, and the quicker
cooling causes fine-grained crystals.
ii) Rapidly cooled magma produces non-crystalline, glassy matter

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10
Q

Many of the properties of the aggregate are significantly affected by its porosity.
List 3 properties that are affected by the porosity of the aggregate.

A

Density, moisture absorption, strength, hardness, stiffness, soundness

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11
Q

Why are aggregates with lower porosity desired for concrete mixes?

A

Less porous aggregates tend to be stronger and stiffer

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12
Q

List the compounds in the clinker grains

A

C3S, C2S, C3A, C4AF

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13
Q

Do the compounds you listed in a) develop strength at the same time or do some
compounds contribute to early strength development?

A

No, C3A contributes to early strength development, C3S and C4AF have medium
early strength, and C2S has low early strength

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14
Q

Why is gypsum always interground with cement clinker during the final stages of
Portland cement manufacture?

A

Gypsum delays the reaction of C3A which enables the concrete to be workable for
some amount of time after water is added

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15
Q

What is the difference between type II and type III cement in regards to i) heat
evolution, ii) strength development, iii) chemical composition.

A

Type III has i) higher early heat, ii) higher early strength, and iii) higher content
of C3A. Type II limits the amount of C3A to 8%, and the sum of C3A and C3S is
limited to 58%

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16
Q

Which hydration products are crystalline?

A

Ettringite and CH are crystalline, while C-S-H is amorphous

17
Q

Which hydration product is responsible for the strength of hydrated cement paste?

A

C-S-H is responsible for strength in hydrated cement paste

18
Q

Is concrete stronger in compression or tension? By how much?

A

Concrete is stronger in compression. The ratio between uniaxial tensile and compressive strengths is typically between 0.07-0.11.