Quiz 2 Flashcards

(43 cards)

1
Q

Properties of the hardened concrete
important to the materials engineer are:

A
  • Strength
  • Modulus of Elasticity
  • Durability
  • Porosity
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2
Q

is generally the controlling design
factor. Unless otherwise specified, concrete
strength f′c refers to the average
compressive strength of three tests.

A

Strength

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3
Q

is
desired for mixes with low cement content to
promote workability.

A

Low Fineness Modulus

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4
Q

is defined as the ease of
placing, consolidating, and finishing freshly
mixed concrete.

A

Workability

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5
Q

is an indicator of
workability when evaluating similar
mixtures. This test consists of filling a
truncated cone with concrete, removing
the cone, then measuring the distance
the concrete slumps (ASTM C143).

A

Slump Test

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6
Q

is measuring and introducing the concrete
ingredients into the mixer.

A

Batching

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7
Q

is
mixed in a central plant
and delivered to the job
site in mixing trucks
ready for placing.

A

Ready-mixed Concrete

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8
Q

3 mixing methods can be used for
ready-mixed concrete:

A
  1. Central-mixed concrete
  2. Shrink-mixed concrete
  3. Truck-mixed concrete
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9
Q

is mixed
completely in a stationary mixer and
delivered in an agitator truck (2 rpm to 6
rpm).

A

Central-mixed concrete

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10
Q

is partially mixed
in a stationary mixer and completed in a
mixer truck (4 to 16 rpm).

A

Shrink-mixed Concrete

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11
Q

is mixed
completely in a mixer truck (4 to 16 rpm)

A

Truck-mixed Concrete

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12
Q

It can be mixed in a mobile
batcher mixer at the job site.

A

Mobile Batcher Mixed Concrete

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13
Q

should be
deposited continuously as close as possible
to its final position.

A

Depositing Concrete

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14
Q

is frequently used for large
construction projects. Special pumps deliver the concrete directly into the forms.

A

Pump Concrete

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15
Q

Quality concrete requires thorough
consolidation to reduce the entrapped air
in the mix

A

Vibration of Concrete

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16
Q

The pressure
method is based on _______, which
relates pressure to volume.

A

Boyle’s Law

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17
Q

compares the unit weight of freshly mixed
concrete with the theoretical maximum
unit weight of the mix.

A

Gravimetric Method

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18
Q

can be used
for concrete made with any type of
aggregate. The basic process involves
placing concrete in a fixed volume
cylinder

A

Volumetric Method

19
Q

is a
quick method used to determine the air
content of freshly mixed concrete

A

Chace Air Indicator Test

20
Q

is the process of maintaining
satisfactory moisture content and
temperature in the concrete for a definite
period of time.

21
Q

is a
long-term process and requires water and
proper temperature.

A

Hydration of Cement

22
Q

involves covering the exposed
surface of the concrete structure with
water.

23
Q

A system of nozzles or sprayers can provide
continuous spraying or fogging This
method requires a large amount of water
and could be expensive. It is most suitable
in high-temperature and low humidity envi
ronments.

A

SPRAYING / FOGGING

24
Q

Moisture-retaining fabric coverings saturated
with water, such as burlap, cotton mats, and
rugs, are used in many applications

A

Wet Coverings

25
which is the most common technique for evaluating workability acrossthe world.
Slump Test
26
is better suited for adequately measure the workability of stiff and dry mixes.
Vee Bee Test
27
a given volume of concrete undergoes free fall from one hopper to the second, and then into a cylindrical container.
Compaction Factor Test
28
involves the spread of a truncated cone of concrete on a table that is dropped a number of times.
Flow Table Test
29
is a quality index, because its correlates with other characteristics as: compaction, mechanical strength, permeability, freeze – thaw resistance and etc.
Specific Weight
30
It is considered only when it is required as a necessity in the design project that establishes the maximum and minimum valuesfor concrete temperature.
Temperature
31
defined as the largest stress that does not cause a measurable permanent strain.
Elastic Limit
32
is commonly used in designing concrete structures. Since the stress-strain relationship is not exactly linear, the classic definition of the modulus of elasticity (Young’s modulus) is not applicable.
Modulus of Elasticity
33
s used in advanced structural analysis of shell roofs, flat-plate roofs, and mat foundations. Poisson’s ratio of concrete varies between 0.11 and 0.21,
POISSON’S RATIO
34
is an important property of concrete because concrete structures are highly vulnerable to tensile cracking due to various kinds of effects and applied loading itself.
Tensile Strength
35
is used to evaluate the shear resistance provided by concrete in reinforced lightweight aggregate concrete members.
Split Tensile Strength
36
measures the tensile strength of concrete. In this test, a 0.15-m by 0.30-m (6-in. by 12-in.) concrete cylinder is subjected to a compressive load at a constant rate along the vertical diameter until failure.
SPLIT TENSION TEST
37
The specimen is prepared either in the lab or in the field in accordance with ASTM C192 or C31, respectively.
FLEXURE STRENGTH TEST
38
It is a measure of an unreinforced concrete beam or slab to resist failure in bending.
Flexture Strength
39
also known as the Schmidt hammer test, is a nondestruc tive test performed on hardened concrete to determine the hardness of the surface
Rebound Hammer Test
40
also known as the Windsor Probe test, is standardized by ASTM C803.
PENETRATION RESISTANCE TEST
41
measures the velocity of an ultra sonic wave passing through the concrete. This test is used to detect cracks, discontinuities, or internal deterioration in the structure of concrete.
ULTRASONIC PULSE VELOCITY TEST
42
is defined as the degree of cement hydration, which varies as a function of both time and temperature.
Maturity
43
an ultimate strength pertaining to the failure of beams by flexure equal to the bending moment at rupture divided by the section modulus of the beam
Modulus of Rupture