Proceedings of the 4th Annual International Conference on Material Engineering and Application (ICMEA 2017) 2018
DOI: 10.2991/icmea-17.2018.36
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Chloride Ion Penetration Resistance and Pore Structure of Magnesium Silicate Hydrate (M-S-H) Mortars

Abstract: Abstract-The main purpose of this paper is to study the chloride ion penetration resistance and pore structure of magnesium silicate hydrate cement (MSH) mortars. The chloride ion penetration resistance of MSH mortars with different water-to-cement ratios (0.5, 0.55, 0.6) and different sand rates (25%, 50%, 75%) was studied and compared to ordinary Portland cement (OPC) mortars. The pore structure of magnesium silicate hydrate mortar was tested using mercury intrusion porosimetry (MIP). The results indicate th… Show more

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Cited by 3 publications
(2 citation statements)
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“…Porosity and permeability properties in M-S-H cements were found to be similar or even more favourable compared to Portland cement products [115,116]. Pore sizes somewhat smaller, and chloride diffusion coefficients much lower compared to Portland cement have been reported [117]. Towards ingress of calcium ions, M-S-H seems to be quite stable as well, at least at low pH, only a very slow ingress of Ca ions has been observed [38].…”
Section: Durabilitymentioning
confidence: 82%
“…Porosity and permeability properties in M-S-H cements were found to be similar or even more favourable compared to Portland cement products [115,116]. Pore sizes somewhat smaller, and chloride diffusion coefficients much lower compared to Portland cement have been reported [117]. Towards ingress of calcium ions, M-S-H seems to be quite stable as well, at least at low pH, only a very slow ingress of Ca ions has been observed [38].…”
Section: Durabilitymentioning
confidence: 82%
“…6,7,21,22 The hydrated M-S-H paste is reported to have a microstructure dominated by pores smaller than 10 nm, as measured using mercury intrusion porosimetry (MIP). 23,24 However, information on the evolution of microstructure with hydration and the effect of initial mix composition is sparse. Tran et al 25 carried out a preliminary investigation on the development of pore structure characteristics of M-S-H binder concrete with age using different durability indicators.…”
Section: Introductionmentioning
confidence: 99%