Concrete slump test is to determine the workability or consistency of concrete mix prepared at the laboratory or the construction site during the progress of the work. Concrete slump test is carried out from batch to batch to check the uniform quality of concrete during construction.
The slump test is the most simple
workability test for concrete, involves low cost and provides immediate
results. Due to this fact, it has been widely used for workability tests since
1922. The slump is carried out as per procedures mentioned in ASTM C143 in
the United States, IS: 1199 – 1959 in India and EN 12350-2 in Europe.
Generally concrete slump value is
used to find the workability, which indicates water-cement ratio, but
there are various factors including properties of materials, mixing methods,
dosage, admixtures etc. also affect the concrete slump value.
Factors
which influence the concrete slump test:
- Material properties like chemistry, fineness, particle
size distribution, moisture
content and temperature of cementitious materials. Size, texture, combined grading, cleanliness and moisture content of the aggregates, - Chemical admixtures dosage, type, combination, interaction, sequence of addition and its effectiveness,
- Air content of concrete,
- Concrete batching, mixing and transporting methods and equipment,
- Temperature of the concrete,
- Sampling of concrete, slump-testing technique and the condition of test equipment,
- The amount of free water in the concrete, and
- Time since mixing of concrete at the time of testing.
EQUIPMENT REQUIRED FOR SLUMP
TEST:
Mould for
slump test, non porous base plate, measuring scale, temping rod. The mould for
the test is in the form of the frustum of a cone having height 30 cm, bottom
diameter 20 cm and top diameter 10 cm. The tamping rod is of steel 16 mm
diameter and 60cm long and rounded at one end.
SAMPLING OF
MATERIALS:
A concrete
mix (M15 or other) by weight with suitable water/ cement ratio is prepaid in
the laboratory similar to that explained in 5.9 and required for casting 6 cubes
after conducting Slump test.
PROCEDURE FOR CONCRETE SLUMP TEST:
i. Clean the
internal surface of the mould and apply oil.
ii. Place
the mould on a smooth horizontal non- porous base plate.
iii. Fill
the mould with the prepared concrete mix in 4 approximately equal layers.
iv. Tamp
each layer with 25 strokes of the rounded end of the tamping rod in a uniform
manner over the cross section of the mould. For the subsequent layers, the
tamping should penetrate into the underlying layer.
v. Remove
the excess concrete and level the surface with a trowel.
vi. Clean
away the mortar or water leaked out between the mould and the base plate.
vii. Raise
the mould from the concrete immediately and slowly in vertical direction.
viii.
Measure the slump as the difference between the height of the mould and that of
height point of the specimen being tested.
Figure-2: Concrete Slump Test Procedure
NOTE:
The above
operation should be carried out at a place free from Vibrations or shock and
within a period of 2 minutes after sampling.
SLUMP VALUE:
The slump
(Vertical settlement) measured shall be recorded in terms of millimeters of
subsidence of the specimen during the test.
RESULT
OF CONCRETE SLUMP TEST:
Slump for
the given sample=
When the
slump test is carried out, following are the shape of the concrete slump that
can be observed:
Figure-3: Types of Concrete Slump Test Results
- True Slump – True slump is the only slump that can be measured in the test. The measurement is taken between the top of the cone and the top of the concrete after the cone has been removed as shown in figure-1.
- Zero Slump – Zero slump is the indication of very low water-cement ratio, which results in dry mixes. These type of concrete is generally used for road construction.
- Collapsed Slump – This is an indication that the water-cement ratio is too high, i.e. concrete mix is too wet or it is a high workability mix, for which a slump test is not appropriate.
- Shear Slump – The shear slump indicates that the result is incomplete, and concrete to be retested.
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