The Deleterious Chemical Effects of Concentrated Deicing Solutions on Portland Cement Concrete

Details

• Creators:
  Sutter, Lawrence L. ; Peterson, Karl ; Julio-Betancourt, Gustavo ; Hooton, Doug ; Van Dam, Thomas John ; Smith, Kurt D.
• Corporate Creators:
  Michigan Tech Transportation Institute
• Corporate Contributors:
  South Dakota. Department of Transportation. Office of Research ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Anti-icing Deicing Magnesium Chloride Permeability Petrography Portland Cement Concrete Winter Maintenance
• Publication/ Report Number:
  SD2002-01-F
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States
• Edition:
  Final Report, September 2002 to April 2008
• Corporate Publisher:
  South Dakota. Department of Transportation
• Abstract:
  This research project investigated the effects of concentrated brines of magnesium chloride, calcium chloride, sodium chloride, and calcium magnesium acetate on portland cement concrete. Although known to be effective at deicing and anti-icing, the deleterious effects these chemicals may have on concrete have not been well documented. As a result of this research, it was determined that there is significant evidence that magnesium chloride and calcium chloride chemically interact with hardened portland cement paste in concrete resulting in expansive cracking, increased permeability, and a significant loss in compressive strength. Although the same effects were not seen with sodium chloride brines, it was shown that sodium chloride brines have the highest rate of ingress into hardened concrete. This latter fact is significant with respect to corrosion of embedded steel. The mechanism for attack of hardened cement paste varies with deicer chemical but in general, a chemical reaction between chlorides and cement hydration products results in the dissolution of the hardened cement paste and formation of oxychloride phases, which are expansive. The chemical attack of the hardened cement paste is significantly reduced if supplementary cementitious materials are included in the concrete mixture. Both coal fly ash and ground granulated blast furnace slag were found to be effective at mitigating the chemical attack caused by the deicers tested. In the tests performed, ground granulated blast furnace slag performed better as a mitigation strategy as compared to coal fly ash. Additionally, siloxane and silane sealants were effective at slowing the ingress of deicing chemicals into the concrete and thereby reducing the observed distress. In general, the siloxane sealant appeared to be more effective than the silane, but both were effective and should be considered as a maintenance strategy.
• Format:
  PDF
• Funding:
  310802
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:cb75cf4331d08e7470d18685fd48458d3ca4f9014f081312d997519b4ea17df9dcef1fdd89d3d1e0710af31981ea0e7cd7f99659e76a266dca2b74a53b195e1e
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/83353/dot_83353_DS1.pdf
• File Type:
  [PDF - 41.17 MB ]