Concrete Flashcards

(37 cards)

1
Q

A hard compact building material formed when a mixture of cement, sand, gravel, and water undergoes hydration.

A

Concrete

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2
Q

4 parts calcined limestones plus 1 part clay which are mixed, burned, and pulverized, sold in 40 kilos per bag.

A

Cement

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3
Q

Fine aggregates, natural sand kr crushed stone well graded.

A

Sand

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4
Q

Course aggregates, crushed stone or blast furnace slags.

A

Gravel

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5
Q

Clean, potable and free from harmful substances.

A

Water

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6
Q

Additive as required by situations, ingredients added to concrete or mortar modify its properties immediately before or after mixing.

A

Admixture

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7
Q

Strength of Class AAA concrete

A

4500 psi

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8
Q

Strength of Class AA concrete

A

4000 psi

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9
Q

Strength of Class A concrete

A

3500 psi

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10
Q

Strength of Class B concrete

A

3000 psi

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11
Q

Strength of Class C concrete

A

2500 psi

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12
Q

Strength of Class D concrete

A

2000 psi

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13
Q

Used in pre stresses and post tensioned

A

Class AAA

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14
Q

Used in underwater retaining wall, shear wall and core elevator core walls

A

Class AA

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15
Q

Used in footings, pier, column, girders, beams, joists and slabs

A

Class A

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16
Q

Used in slabs on fill and non-load bearing wall or 4” CHB

17
Q

Used in concrete plant boxes and parapet walls

18
Q

Used in plant boxes, footpaths, walkway and lean concrete

19
Q

Low strength concret

A

<20 MPa (<3000 psi)

20
Q

Moderate strength concrete

A

20-40 MPa (3000-6000 psi)

21
Q

High strength concrete

A

> 40 MPa (>6000 psi)

22
Q

Controls the strength, durability, and water tightness of hardened concrete.

A

Water-Cement Ratio

23
Q

The compressive stress of concrete is _____ proportional to the ratio of water ti cement.

24
Q

Average water-cement ratio

A

6 gals per 40 kg

25
Emergence of excess mixing water of the surface of newly placed concrete cause of settlement of solids within the mass.
Bleeding
26
Milky deposit containing cement and fine aggregates on the surface of new concrete combined with bleeding.
Laitance
27
Long duration stress produces stress over time and consequently causes PEERMANENT DEFORMATION.
Creep
28
Concrete is incombustible and somewhat insulative
Fire Resistance
29
Can be controlled by providing expansion joints and steel reinforcements.
Shrinkage
30
Relative to durability and appearance
Hardness
31
Sizes of pores left during hydration process or created by excessive evaporation and shrinkage cracks affecting the water-tightness of concrete.
Porosity
32
The requirements are based on “Rapid Chloride Permeability Test”.
Durability
33
Depends on its rheological properties defined by yield stress and plastic viscosity.
Workability
34
The effort needed to initiate movement of the fresh concrete and correlates with slump.
Yield stress
35
The flow characteristics of the concrete while moving.
Plastic Viscosity
36
Useful in confined zones where vibrating compaction is difficult.
Self compacting concrete
37
Required to absorb the concrete’s weakness in tensile and shear stress.
Steel reinforcement