Sulfate attack expansion mechanisms
By W. Müllauer, R. Beddoe, Detlef Heinz. 2013
343 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Earth-Surface Processes, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/9b3e329e78341bd0a924afc228fec5e6194ae982
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In Civil and Structural Engineering
In Earth-Surface Processes
In Materials Chemistry
Citations in the corpus
- Current knowledge of external sulfate attack (2015, methodology): “The use of highly concentrated solutions (El-Hachem et al., 2012a; Mullauer et al., 2013; Schmidt et al., 2009; Yu et al., 2013) usually accelerate attack, although Yu et al.”
- Alternative methodology to consider damage and expansions in external sulfate attack modeling (2014, positive): “In a recent publication by Müllauer [35], it was quantified that the formation of ettringite in small pores (10 to 50 nm) generates a stress of about 8MPa that exceeds the tensile strength of the binder matrix and is responsible for damage.”
- Sulfate resistance of calcined clay – Limestone – Portland cements (2019, background): “A generally accepted explanation for 471 the improved sulfate resistance of these systems is the refinement of the pore structure caused 472 by the silica-rich SCMs [21,22,29].”