Prediction of Sulfate Attack Products in Portland-Limestone Cements: The Effect of Cation Type and Concentration

Author:

Sotiriadis Konstantinos1ORCID,Hlobil Michal1ORCID

Affiliation:

1. Czech Academy of Sciences

Abstract

Portland-limestone cement materials are susceptible to sulfate attack at low temperature and high humidity, because such conditions facilitate the formation of thaumasite, detriment to the structural integrity of calcium silicate hydrates (C─S─H). In this work, the effect of the cation associated with sulfates, concentration of sulfate solution, and limestone content in cement, were thermodynamically simulated. MgSO4 solution is of higher risk, degrading extensively the structural integrity of C─S─H. Although this phase is partially preserved under the effect of Na2SO4 and K2SO4 solutions, extensive expansion and thaumasite formation occur. The sulfate content of the corrosive solution and the limestone content in cement are the factors mostly intensifying the attack caused by MgSO4 and Na2SO4/K2SO4 solutions, respectively.

Publisher

Trans Tech Publications, Ltd.

Subject

Condensed Matter Physics,General Materials Science,Atomic and Molecular Physics, and Optics

Reference16 articles.

1. UN Environment, K.L. Scrivener, V.M. John, E.M. Gartner, Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry, Cem. Concr. Res. 114 (2018) 2-26.

2. EN 197-1, Cement – Part 1: Composition, specifications and conformity criteria for common cements, CEN/TC 51/WG 6, Brussels, (2011).

3. CSA 3000-08, Cementitious materials compendium, Mississauga, ON, Canada, (2008).

4. ASTM C595/C595M–12, Standard specification for blended hydraulic cements, West Conshohocken, PA, USA, (2012).

5. N. Crammond, The thaumasite form of sulfate attack in the UK, Cem. Concr. Compos. 25 (2003) 809-818.

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