Segregation of Concrete: Types, Causes, Preventions

Segregation of Concrete

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Segregation of concrete is defined as the separation of constituent materials of concrete.

Good concrete is one wherein all materials are correctly distributed to form a homogeneous mixture.

There are considerable variations within the dimension and specific gravity of the constituent parts of concrete; due to this fact, it is natural that the fabric exhibits a tendency to differ.

Types of Concrete Segregation:

A) To separate or settle the coarse aggregate from the rest of the matrix.

B) Paste separated from the coarse aggregate.

C) Water is different from the rest of the material being the lowest specific gravity content.

Segregation of concrete causes:

1. Inappropriate mixing of concrete with greater water content.

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2. Poorly proportional mixing where sufficient matrix is not available for binding aggregates.

3. Dropping concrete from a height as in concrete for columns.

4. Badly designed mixer or worm-out blades.

5. Excessive vibration of concrete.

6. Without any time lag, the immediate, coarse aggregates acting on the concrete are likely to be clamped down, resulting in the movement of the excess of the matrix.

7. Transportation of concrete over long distances.

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How to prevent segregation of concrete:

  • Ensure that the concrete is mixed properly; It is important that the concrete is mixed at the correct speed in the transit mixer for at least two minutes immediately before discharging.
  • Concrete should be laid as soon as possible.
  • When transporting the mixture, load carefully.
  • Always add new concrete to the concrete face already.
  • Limiting the height from where the concrete has fallen.
  • Proper precautions in transporting concrete.
  • To avoid segregation of concrete, ignore vibration.
  • Use of an air-entraining agent reduces isolation appreciably.
  • Concrete mixes have to be designed accurately with the optimum amount of water i.e. neither too wet nor too dry.
  • Regularly check the efficiency of the mixer regarding sufficient uniformity of distribution of components in every batch.
  • The formwork must be watertight so that the paste leaks from the foams; do not vibrate the formwork.
  • Do not let the solid flow.
  • Use the vibrator precisely.
  • Vibrate the concrete only for the proper time; not too long, not too short.
  • Use an air-entraining agent such as chemical penetration into the mixture. Entered air reduces the risk of isolation.
  • If separation is observed in the concrete, the mixture must be accomplished to make it homogeneous again.

Harmful effects due to segregation of concrete:

1. Honey combing of concrete.

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2. The high permeability of concrete.

3. Lower compressive strength.

4. Poor finishing of surfaces.

Also, read 1. Reinforced Concrete 2. Roller Compacted Concrete 3. Polymer Concrete

Frequently Asked Questions:

What is meant by segregation in concrete?

Segregation means the separation of newly designed solid ingredients from each other in a non-uniform mixture.

What causes concrete segregation?

Poorly graded aggregate & excessive water content is the major cause of segregation.

What is the maximum height of concrete pouring or placing to prevent segregation?

According to IS Code 456: 2000, the maximum height for pouring concrete without segregation is 1.5 m.

What are the differences between the segregation and the bleeding of concrete?

Segregation can be defined as the separation of constituent materials of concrete.
Bleeding in concrete is sometimes referred to as water gain.

Conclusion:

Segregation of concrete is difficult to measure quantitatively, although this can only be noted at the time of concreting operation.

A sample of the existence of concrete in a slump test or a sample of diffusion within a stream test provides a reasonable idea of separation.

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