Slump test can be employed either in laboratory or at site of work
for measuring consistency of concrete. This test is used conveniently as a
control test and gives an indication of the uniformity of concrete from batch
to batch. Repeated batches of the same mix, brought to the same slump, will
have the same water content and water cement ratio, provided the weights of
aggregate, cement and admixtures are uniform and aggregate grading is within
acceptable limits. Additional information on workability and quality of
concrete can be obtained by observing the manner in which concrete slumps.
Figure: Typical Mould for Slump Test |
If concrete slumps evenly it is called true slump. If one half of the cone
slides down, it is called shear slump. In case of shear slump, the
slump value is measured as the difference in height between the height of the
mould and the average value of the subsidence. Shear slump also indicates that
the concrete is non cohesive and shows the characteristic of segregation. If
concrete breaks and spread in all directions, it is called as collapse slump.
Figure: Pattern of Slump |
Procedure of slump cone
test:
1. Clean the mould from inside
and apply oil to it.
2. Place the mould on smooth
horizontal, rigid and non- absorbent surface or the center of metallic
tray.
3. Fill the mould with the
concrete to be tested in four layers, tamping each layer 25 times with the
tamping rod, taking care that the strokes are evenly distributed over the
c/s.
4. Remove the mould by one
smooth continuous vertical motion.
5. The concrete subsides and
this subsidence is called “slump.” Measure the slump in mm by using a metric
scale from top of cone.
6. Based on measured slump,
the degree of workability is designated as follows
Sr. No. |
Degree of Workability |
Slump (mm) |
01 |
Very Low |
----- (Compacting factor is suitable) |
02 |
Low |
25-75 |
03 |
Medium |
50-100 |
04 |
High |
100-150 |
05 |
Very High |
----- (Flow table test is suitable |
This test gives
fairly good consistency results for a plastic mix but for a stiff
mix it is not sensitive. In other words, slump test is not a suitable
method for very wet or very dry concrete. It does not measure all factors
contributing to workability.
Despite many limitations, the slump test is very useful on site to
check day to day or hour to hour variation in quality of mix. An increase in
slump, may mean for instance that the moisture content of the aggregate has
sudenly has been increased or there has been sudden change in the grading of
aggregate. This test gives warning to correct the causes for change of slump
value.
As per IS 1199, for different placing conditions of concrete suggested ranges of workability of concrete (slump) are as follows:
Placing Conditions |
Degree of Workability |
Slump (mm) |
Blinding concrete; Shallow sections; Pavements using pavers |
Very Low |
----- (Compacting factor is suitable) |
Mass concrete; Lightly reinforced sections in slabs, beams,
walls, columns; Floors; Hand placed pavements; Canal lining; Strip footings |
Low |
25-75 |
Heavily reinforced sections in slabs, beams, walls, columns; Slipform
work; Pumped concrete |
Medium |
50-100 |
Trench fill; In-situ piling; Tremie concrete |
High |
100-150 |
Very High |
----- (Flow table test is suitable |
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