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Usefulness of Slump Test



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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