The Floating Fibre Phenomenon – Prevention through Concrete Mix Design

The Floating Fibre Phenomenon – Prevention through Concrete Mix Design
21 June 2018 Posted in

A common concern when using synthetic fibres in concrete is ‘floating’ of the fibres to the concrete surface. We hear this regularly in the market, largely from those who are yet to try fibre technology or those who have used fibre reinforcing without being truly aware of how to mix, dose or place the fibre reinforced concrete.

 

The common end result is a concrete surface that looks hairy from fibres floating to the surface.

 

This is an issue that can easily be solved.

 

The action of ‘floating’ is caused by the settling of the heavier concrete materials while the concrete is still in a fluid state. If the paste that makes up the concrete matrix is fluid enough, the fibres seperate from the fluid concrete mixture, and sit at the top surface of the concrete as the concrete cures and hardens.

 

After the concrete has hardened, the fibres give the concrete slab a hairy appearance which are the fibres protruding from the surface. An unconventional method for removing these fibres is burning them off (synthetic) or grind them off (steel). This retroactive method can cause premature cracking, flaking, and deterioration of the concrete surface; leading to a concrete that is less resilient to physical and chemical attack.

 

Instead of dealing with the floating fibres after the concrete has hardened; the concrete mixture can be adjusted to create fluid properties for both finishing as well as limiting the separation and floating of fibres to the concrete surface.

 

Listed are three of the many methods for adjusting the concrete mixtures to accommodate fibres:

 

  • Optimizing the rock and sand combinations to create a concrete that has the specified slump with a lower amount of cementitious paste — this is commonly done by including an intermediate aggregate that is sized between the rock and sand

 

  • Adding to the concrete mixture a viscosity modifying admixture like colloidal silica or xanthan gum — these chemicals effectively manipulate the molecular mechanisms of the cementitious paste that govern vicosity. Both chemicals can be used to increase the viscosity of the cementitious paste and concrete to reduce the tendency for fibers to segregate from the paste.

 

  • Reduce the slump and fluid nature by decreasing the amount of water and water-reducer in the concrete mixture — if a lower slump can be tolerated reducing both water and reducer to create a concrete that was less fluid.

 

While these methods require a bit more time to accommodate fibres, the end result is a concrete that is stronger, more durable and lasts longer to physical and chemical attack.

 

 

Stay tuned for our next article will cover methods and practices that mitigate the floating fibre phenomenon.

 

Let us know what concrete fibre questions you have before your next job site.

 

 

Simplify with confidence.

 

Written by Jon S. Belkowitz, PhD and Finn McGaveston

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