Sulfate attack in concrete and mortar

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Sulfate attack in concrete and mortar can be 'external' or 'internal'. External: due to penetration of sulfates in solution, in groundwater for example, into the concrete from outside. Internal: due to a soluble source being incorporated into the concrete at the time of mixing, gypsum in the aggregate, for example.

Mechanism[edit]

external attack[edit]

This is the more common type and typically occurs where water containing dissolved sulfate penetrates the concrete. . Sulfate ions that penetrate the concrete react with CH to form gypsum[1] ŜH+CH→CSH2 (Cement chemist notation)

C3A + 3CŜH2 + 26H→C3A.3CŜ.H32

tricalcium aluminate + gypsumettringite

when concetration of sulfate ions decrease the ettringite breaks down into monosulfates

2C3A + C3A.3CŜ.H32 → 3C3A.3CŜ.H12

internal[edit]

This form occurs when the source of sulfates is excess gypsum . The gypsum present in the concrete it reacts with monosulfates to form ettringite

C3A.3CŜ.H12 + 2CSH2 + 16H → C3A.3CŜ.H32

A fairly well-defined reaction front can often be seen in polished sections; ahead of the front the concrete is normal, or near normal. Behind the reaction front, the composition and microstructure of the concrete will have changed. These changes may vary in type or severity but commonly include:

  • Extensive cracking
  • Expansion
  • Loss of bond between the cement paste and aggregate
  • Alteration of paste composition, with monosulfate phase converting to ettringite and, in later stages, gypsum formation. The necessary additional calcium is provided by the calcium hydroxide and calcium silicate hydrate in the cement paste

The effect of these changes is an overall loss of concrete strength.

The above effects are typical of attack by solutions of sodium sulfate or potassium sulfate. Solutions containing magnesium sulfate are generally more aggressive, for the same concentration. This is because magnesium also takes part in the reactions, replacing calcium in the solid phases with the formation of brucite (magnesium hydroxide) and magnesium silicate hydrates. The displaced calcium precipitates mainly as gypsum.

Other sources of sulfate which can cause sulfate attack include[edit]

  • Seawater
  • Oxidation of sulfide minerals in clay adjacent to the concrete - this can produce sulfuric acid which reacts with the concrete
  • Bacterial action in sewers - anaerobic bacterial produce sulfur dioxide which dissolves in water and then oxidizes to form sulfuric acid
  • In masonry, sulfates present in bricks and can be gradually released over a long period of time, causing sulfate attack of mortar, especially where sulfates are concentrated due to moisture movement.[2]

See also[edit]

References[edit]

  1. ^ Tian, Bing; Cohen, Menashi D (2000-01-01). "Does gypsum formation during sulfate attack on concrete lead to expansion?". Cement and Concrete Research 30 (1): 117–123. doi:10.1016/S0008-8846(99)00211-2. 
  2. ^ "Sulfate attack in concrete". Understanding-cement.com. Retrieved 2015-03-03. 

External links[edit]