External Sulfate Attack
Concrete Experts International has extensive, world-wide experience with deteriorated concrete suffering from sulfate attack caused by water containing sulfate.  Diagnosing external sulfate attack is an integrated part of our petrographic analysis of concrete.  

What is External Sulfate Attack?

External sulfate attack is a chemical breakdown mechanism where sulfate ions from an external source attack components of the cement paste. Such attack can occur when concrete is in contact with sulfate containing water e.g. seawater, swamp water, ground water or sewage water. The often massive formation of gypsum and ettringite formed during the external sulfate attack may cause concrete to crack and scale. However, both laboratory studies and examinations of field concrete show that external sulfate attack is often manifested, not by expansion or cracking, but by loss of cohesion and strength. 

Microscopic appearance

The microscopic appearance of concrete suffering from external sulfate attack appears to be quite variable. Some diagnostic features such as

  • Surface parallel cracks

  • Presence of gypsum and ettringite

  • Depletion of calcium hydroxide, and

  • Decalcification of C-S-H

are, however, often found associated with external sulfate attack. 

The above-mentioned features are usually most pronounced near the attacked surface. Sometimes external sulfate attack causes the paste to expand and gaps around aggregates are formed. All the features do not necessarily have to be observed to diagnose an external sulfate attack. The features present depend on many factors such as the quality of the concrete (including w/c and cement type), exposure time, temperature, concentration, and chemistry of the ambient water.

There is a general agreement that concrete suffering from external sulfate attack develops a more and less pronounced mineralogical and chemical zoning which can be studied in the optical fluorescence microscope and the scanning electron microscope. 

ASTM C856 recommends chemical analysis to verify that the sulfate content of the concrete has been increased over that expected from the concrete constituents in order to diagnose external sulfate attack.

Please to not hesitate to contact CXI if you have some problems regarding external sulfate attack or any other deterioration mechanisms.


Cement paste turned into gypsum mush

Gypsum filling air voids

Gypsum crystal on carbonated exterior surface facing ground

Zoning in surface

Brucite in crack

Carbonated paste due to bi-carbonation
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