Concrete Flashcards

1
Q

What is the Fuller equation trying to minimize?

A

Void content

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2
Q

What is the Fuller equation trying to maximize?

A

Packing efficiency

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3
Q

Fuller Equation

A

To identify agg. sample of strength related to mechanical properties

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4
Q

What is/are the benefits of spherical agg.?

A

Better workability b/c less inter particles frictions, which makes it easier to move the material. However we can not achieve maximum inter particle strengths.

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5
Q

About agg. gradation curves

A
  • a semi-log graph, not a logarithmic graph b/c size distribution is smaller for grain size.
  • plotting is the percentage (proportion, not mass) of material passing, not retained, which means passed material is smaller than sieve size
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6
Q

MSA (maximum size agg.)

A

smallest sieve size where all material passed through. Or the last sieve size of 100% passing

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7
Q

agg. properties concerned for long-term conc. strength

A

alkali reactivity: void creates cracking

Clay coating: reduce the ability to bond agg. to cement paste

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8
Q

Alkali reactivity

A

Alkali-silica reaction creates void and cracking

It takes time to react so long term conc. strength

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9
Q

Will short term conc. strength affect long term?

A

Y

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10
Q

Basic ingredients of making Conc.

A

water, cement, course agg., fine agg., supplementary cementing materials

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11
Q

Is super-platicizer supplementary or chemical mixture

A

chemical mixture b/c intervene chemically on changing properties of conc.

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12
Q

Supplementary materials

A

mineral admixtures to produce benefits btw water and cement (fly ash, silica fume, supplementary particle has high surface area)

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13
Q

Chemical mixtures

A

do not take part in hydration

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14
Q

Limestone

A

durability and environmentally beneficial b/c use co2 to harden

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15
Q

Concrete mixing steps

A

blending dry materials

add(slowly) water

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16
Q

water

A
  • more water more work-ability but less strength

- hydrate process

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17
Q

vibration in cement and water mixtures

A

agitation -> more liquid and air bubbles coming out(minimize voids),
loose viscosity,
uniform distribution

18
Q

non Newtonian fluid of concrete

A

fresh fluid state is dependent on the rate of deformation
Static -> more solid
Agitation -> loose viscosity , liquid

19
Q

loosing viscosity in cement and water mixtures

A

breaking electronically charged inter particle attractions (+,-) of powder supplementary particle which has high surface area

20
Q

too much vibration

A

heavy agg. on the bottom and cement paste on the top -> segregation

21
Q

work-ability

A

ease and homogeneity with which it can be mixed, placed, consolidated, and finished ( make different shapes of structure material)

22
Q

factors of increasing work-ability

A
  • temperature (summer more evaporation)
  • agg. size (small size)
  • time / power of agitation
  • type of mixing blades
  • chemical admixtures(super plasticizes, water reducing mixtures)
  • particles’ shapes(round)
23
Q

curing (combinations of three)

A
  • vital stage of reaction btw water and cement
  • moisture + temperature + time
  • exothermic (giving off heat)
24
Q

moisture in curing

A

after loosing moisture

  • less hydrate
  • quick evaporation -> less reaction(hydration) efficiency
  • makes voids
  • plastic shrinkage
25
Q

shrinkage

A

deformation (ex. volume contraction) due to the water movement

26
Q

plastic shrinkage

A

early evaporation of water and less reaction. as a result, tensile strength is weak

27
Q

start casting / curing @ lower temperature (25 celcius)

A

early strength weak

final strong

28
Q

start casting / curing @ higher temperature

A
  • early strength strong
    final weak
  • lower reaction(hydration) efficiency
  • lower quality of micro structure
29
Q

maturity concept

A
  • to predict strength gain during the hardening phase in field
  • take moisture out of formula
  • temperature surrounding environment
30
Q

composite material

A

agg. + cement paste + microscopic material

31
Q

cement made out of ?

A

calcium silicate hydrate (limestone)

32
Q

1 ton of cement produce 1 tone of co2

A

very high temperature process

33
Q

gypsum

A

control reactions

34
Q

Alumina and Ferric oxide

A

fluxing agents that lower fusion temperature (help manufacturing process)
but lower strength and durability

35
Q

Clinker

A

grayish-black pellets when raw materials are burnt at high temperature

36
Q

73% of OPC (ordinary Portland cement compound)

A

calcium silicate

37
Q

cement vs agg.

A

cement is active ingredient in concrete

agg are inert

38
Q

Hydraulic cement

A

needs water for hydration to gain strength. Gains strength under water and concrete(final product) is resistant to water

39
Q

stoichiometry on compound of cement

A

each compound of cement undergoes different reactions
determine properties of hydration
reactions occur at different rates

40
Q

changing proportions of compounds of cement

A

modify final properties of hardening time and hydrating cement paste b/c of stoichometry side of compounds of cement