2014
DOI: 10.1016/j.conbuildmat.2014.08.019
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The sulfate corrosion resistance behavior of slag cement mortar

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Cited by 21 publications
(4 citation statements)
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“…The sulfate immersion test is a very slow erosion process, and the specimen's appearance has no obvious erosion change in a short time [34]. When the two groups of samples were immersed in the solution for 270 d, the apparent morphology of the MS mortar samples was not damaged.…”
Section: Comparison Of Macroscopic Morphologymentioning
confidence: 99%
“…The sulfate immersion test is a very slow erosion process, and the specimen's appearance has no obvious erosion change in a short time [34]. When the two groups of samples were immersed in the solution for 270 d, the apparent morphology of the MS mortar samples was not damaged.…”
Section: Comparison Of Macroscopic Morphologymentioning
confidence: 99%
“…8a, the square akes and prisms were found on the surface of the lined ductile iron, and they were CaCO 3 as conrmed by other researchers. 37,38 In addition, there were occulent substances. SiO 2 and CaAl 2 Si 2 O 8 $4H 2 O (CASH) were present, as conrmed from the XRD analysis results.…”
Section: Micro Analysis Of Corrosion Productsmentioning
confidence: 99%
“…The decrease of compressive strength after 1 month may be due to that the sulfate ions migrate from the aggressive medium to the interior of the hardened cement pastes and react with calcium aluminate hydrate and ferrite forming ettringite and/or monosulfate hydrate which expands at later ages causing cracks and deterioration of cement paste. Also MgSO 4 reacts with CSH to produce gypsum, silica gel and brucite (Ye et al, 2014). Gypsum reacts at later ages with C 3 AH 6 to form additional amounts of ettringite and/or monosulfate hydrate whereas brucite attacks CSH to form CH and MSH which has no binding properties.…”
Section: Compressive Strengthmentioning
confidence: 99%