2015
DOI: 10.1016/j.coldregions.2014.12.006
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Durability of concrete under sulfate attack exposed to freeze–thaw cycles

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Cited by 103 publications
(36 citation statements)
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“…During freezing, low temperature effects somehow reduced the severity of sulfate attack. After being exposed to freeze-thaw action, damage in concrete specimens exposed to magnesium sulfate solution was higher (Jiang et al, 2015). On the contrary, temperatures below 5°C cause additional damage due to thaumasite formation.…”
Section: Introductionmentioning
confidence: 93%
See 1 more Smart Citation
“…During freezing, low temperature effects somehow reduced the severity of sulfate attack. After being exposed to freeze-thaw action, damage in concrete specimens exposed to magnesium sulfate solution was higher (Jiang et al, 2015). On the contrary, temperatures below 5°C cause additional damage due to thaumasite formation.…”
Section: Introductionmentioning
confidence: 93%
“…Nonetheless, freeze-thaw damage along with sulfate attack is another possible threat for structural health. In this regard, Jiang et al (2015) investigated loss in weight, relative dynamic modulus of elasticity and compressive strength of concrete exposed to freeze-thaw (F/T) effects. For this purpose, two different types of sulfate solutions (sodium sulfate and magnesium sulfate solution) with the same concentrations (5%) were used.…”
Section: Introductionmentioning
confidence: 99%
“…Sea water contains sulfate, chloride, fungi and alga, so it can cause corrosion on immersed concrete. Specially, the part of concrete placed in water surface was subjected to cyclic rehydration (Jiang et al, 2014;Maes and Belie, 2014;Arteaga et al, 2008). Therefore, normal designs are applying (5e7.5 cm) a concrete cover for protection.…”
Section: Sulfate Attackmentioning
confidence: 99%
“…It should be remembered that sulphate attack products will precipitate, changing the microstructure of the concrete. The physical effects of sulphate attack and freeze-thaw cycle-related deterioration were investigated but in the range of nonair-entrained concretes [9,10].…”
Section: Introductionmentioning
confidence: 99%