2023
DOI: 10.1016/j.cemconres.2022.107071
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Phase changes in cementitious materials exposed to saline solutions

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Cited by 37 publications
(17 citation statements)
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“…The formation of M-S-H has also been observed at the surface of cements in contact with solutions with high magnesium concentrations such as seawater or the interstitial solution of clayey rocks [38,39]. Magnesium from the seawater or clay water reacts with the amorphous silica from the degradation of C-S-H in cement leading to the formation of M-S-H [40]. M-S-H has also been observed in Roman cements rich in chert and dolostone [41] indicating a long-term stability of M-S-H. Electron microprobe, SEM/EDS and TEM analyses indicate that M-S-H contains not only magnesium, silica, hydroxides and water but that aluminium, calcium and iron can be incorporated in its structure [42,43].…”
Section: Magnesium Silicate Cementsmentioning
confidence: 99%

MgO‐based binders

Lothenbach,
Bernard,
German
et al. 2023
ce papers
Self Cite
“…The formation of M-S-H has also been observed at the surface of cements in contact with solutions with high magnesium concentrations such as seawater or the interstitial solution of clayey rocks [38,39]. Magnesium from the seawater or clay water reacts with the amorphous silica from the degradation of C-S-H in cement leading to the formation of M-S-H [40]. M-S-H has also been observed in Roman cements rich in chert and dolostone [41] indicating a long-term stability of M-S-H. Electron microprobe, SEM/EDS and TEM analyses indicate that M-S-H contains not only magnesium, silica, hydroxides and water but that aluminium, calcium and iron can be incorporated in its structure [42,43].…”
Section: Magnesium Silicate Cementsmentioning
confidence: 99%

MgO‐based binders

Lothenbach,
Bernard,
German
et al. 2023
ce papers
Self Cite
“…Such simplified thermodynamic models are very flexible and allow easy parameter variations and the results are in many cases comparable to full transport modelling, where parameters such as porosity and tortuosity have to be known in detail. A detailed comparison between the simplified modelling as used here and full transport modelling is given in [25,44].…”
Section: Thermodynamic Modelling Predictionsmentioning
confidence: 99%
“…Always use Ground Granulated Blast-furnace Slag (GGBS),Pulverized Fuel Ash PFA and micro silica MS (OPC + PFA/GGBS or OPC + PFA/GGBS + M.S). This is the best concrete you will get by this combination and this concrete is referred as durable concrete [5]. Always choose right mix design for right concrete.…”
Section: Introductionmentioning
confidence: 99%