7 Factors that Affect the Workability of Concrete

Spread With Love:



By Definition, Workability means the property of the concrete, which measures how easily a concrete can be mixed, transported, placed, compacted and finished. In other words, it indicates the degree of plasticity. The word ‘workability’ assumes the full significance of the type of work, the thickness of the section, the extent of reinforcement and mode of compaction.

For a concrete technologist, he/she should have a comprehensive knowledge of workability to design a mix. Workability is a parameter, a mix designer is required to specify in the mix design process, with a full understanding of the type of work, distance of transport, loss of slump, method of placing, and many other parameters involved. Assumption of right workability with proper understanding backed by experience will make the concreting operation economical and durable.

workability of concrete

Factors Affecting Workability

The factors helping concrete to have a more lubricating effect to reduce internal friction for helping easy compaction are given below:

  1. Water Content
  2. Mix Proportions
  3. Size of Aggregates
  4. Shape of Aggregates
  5. Surface Texture of Aggregate
  6. Grading of Aggregate
  7. Use of Admixtures

Water Content:

Water content in a given volume of concrete will have significant influences on the workability. The higher the water content per cubic meter of concrete, the higher will be the fluidity of concrete, which is one of the important factors affecting workability. At the worksite, supervisors who are not well versed with the practice of making good concrete, resort to adding more water for increasing workability. This practice is often resorted to because this is one of the easiest corrective measures that can be taken at the site.

water content in concrete

It should be noted that from the desirability point of view, the increase of water content is the last recourse to be taken for improving the workability even in the case of uncontrolled concrete. For controlled concrete one cannot arbitrarily increase the water content. In case, all other Steps to improve workability fail, only as last recourse the addition of more water can be considered.

Here is a table showing Minimum Water Content, Maximum water-cement Ratio and Minimum Grade od Concrete for different Exposures conditions.

Minimum Water Content, Maximum water-cement Ratio and Minimum Grade od Concrete for different Exposures conditions

Mix Proportions:

Aggregate/cement ratio is an important factor influencing Workability. The higher the aggregate/cement ratio, the leaner is the concrete. In lean concrete, less quantity of paste is available for providing lubrication, per unit surface area or aggregate and hence the mobility of aggregate is restrained. On the other hand, in case of rich concrete with lower aggregate/cement ratio, more paste is available to make the mix cohesive and fatty to give better workability.

Size of Aggregate:

The bigger the size of the aggregate, the less is the surface area and hence less amount of water is required for wetting the surface and less matrix or paste is required for lubricating the surface to reduce internal friction. For a given quantity of water and paste, the bigger size of aggregates will give higher workability. The above, of course, will be true within certain limits.

The shape of Aggregates:

The shape of aggregates influences workability in good measure. Angular, elongated or flaky aggregate makes the concrete very harsh when compared to rounded aggregates or cubical shaped aggregates. Contribution to better workability of rounded aggregate will come from the fact that for the given volume or weight, it will have less surface area and fewer voids than the angular or flaky aggregate. Not only that, being round in shape, the frictional resistance is also greatly reduced. This explains the reason why river sand and gravel provide greater workability to concrete than crushed sand and aggregate.

shape of aggregates in concrete

The importance of the shape of the aggregate will be of great significance in the case of present-day high strength and high-performance concrete when we use very low w/c in the order of about 0.25. We have already talked about that in the years to come natural sand will be exhausted or costly. One has to go for manufactured sand. The shape of crushed sand as available today is unsuitable but the modern crushers are designed to yield well-shaped and well-graded aggregates.

Surface Texture:

The influence of surface texture on workability is again due to the fact that the total surface area of rough-textured aggregate is more than the surface area of a smooth rounded aggregate of the same volume. From the earlier discussions, we understand that rough textured aggregate will show poor workability and smooth or glassy textured aggregate will give better workability. A reduction of interparticle frictional resistance offered by smooth aggregates also contributes to higher workability.


Grading of Aggregates:

This is one of the factors which will have maximum influence on workability. A well-graded aggregate is the one which has the least amount of voids in a given volume. Other factors being constant, when the total voids are less, the excess paste is available to give a better lubricating effect. With an excess amount of paste, the mixture becomes cohesive and fatty which prevents segregation of particles. Aggregate particles will slide past each other with the least amount of compacting efforts. The better the grading, the less is the void content and the higher the workability. The above is true for the given amount of paste volume.

sieve analysis
grading curve

Use of Admixtures:

Of all the factors mentioned above, the most import factor which affects the workability is the use of admixtures. We know that the plasticizers and super-plasticizers greatly improve the workability many folds. The initial slump of concrete mix or what is called the slump of reference mix should be about 2 to 3 cm to enhance the slump many folds at a minimum dose. One should manipulate other factors to obtain an initial slump of 2 to 3 cm in the reference mix. Without an initial slump of 2-3 cm, the workability can be increased to a higher level but it requires a higher dosage – hence uneconomical.


Use of air-entraining agent being surface-active reduces the internal friction between me particles. They also act as artificial line aggregates of very smooth surface. Air bubbles act as a sort of ball bearing between the particles to slide past each other and give easy mobility to the particles. Similarly, the fine glassy pozzolanic materials, inspire of increasing the surface area, offer better lubricating effects for giving better workability.

I hope this article will help you. You may also want to see my other post from my Blog.  If I have missed anything here, please let me know about that in the comment below this post.

Share it with your friends.

Happy Learning.

If you liked this article, then please help me to share this article with your friends through Facebook, Twitter, WhatsApp or Instagram. You can also find us on FacebookTwitterInstagramTelegram ChannelYouTube Channel, and Pinterest. Also, Subscribe to our mailing list to get a new post update from us. And, do me a favour, if you find this post helpful, rate a 5 star below-

How useful was this post?

Click on a star to rate it!

Spread With Love:

About The Author

Notify of
Inline Feedbacks
View all comments
Scroll to Top