2018
DOI: 10.1016/j.matchar.2018.01.012
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Variations in the composition and relations between alkali-silica gels and calcium silicate hydrates in highway concrete

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Cited by 15 publications
(5 citation statements)
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“…This is shown when SF and MK reduce the permeability of the composite and minimizing the creation of Ca(OH) 2 [54,55]. SF is effective in mitigating the risk of the alkali-silica reaction (ASR) which can deteriorate concrete materials [56,57]. SF reacts with the free alkalis in cement, effectively binding them together and reducing their availability for reaction with reactive silica in the aggregates.…”
Section: Microstructure Investigationsmentioning
confidence: 99%
“…This is shown when SF and MK reduce the permeability of the composite and minimizing the creation of Ca(OH) 2 [54,55]. SF is effective in mitigating the risk of the alkali-silica reaction (ASR) which can deteriorate concrete materials [56,57]. SF reacts with the free alkalis in cement, effectively binding them together and reducing their availability for reaction with reactive silica in the aggregates.…”
Section: Microstructure Investigationsmentioning
confidence: 99%
“…The identification of the degradation product can be made in a chipped concrete sample within minutes. It is possible, with the use of another device, to perform other more detailed analyses which are focused on a specific issue [14].…”
Section: Micro Chemical Analysesmentioning
confidence: 99%
“…The presence of Ca in the gel ensures its high viscosity and swelling upon the imbibition of water. Otherwise, the gel dissolves and remains in the solution [ 37 ].…”
Section: Introductionmentioning
confidence: 99%