2002
DOI: 10.1016/s0008-8846(02)00766-4
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Laboratory assessment of alkali contribution by aggregates to concrete and application to concrete structures affected by alkali–silica reactivity

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Cited by 124 publications
(76 citation statements)
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“…Controlling the alkali content in the cement may not always be effective, especially when there is an external supply, for example from de-icing salts or when alkalis are derived from the aggregates themselves [4]. Many mixture designers recommend the use of supplementary cementing material (SCM's) admixtures such as ground granulated blast furnace slag (ggbfs), pulverised fly ash (pfa), Silica fume or metakaolin, as an alternative to or in combination with, the use of low alkali cement.…”
Section: Introductionmentioning
confidence: 99%
“…Controlling the alkali content in the cement may not always be effective, especially when there is an external supply, for example from de-icing salts or when alkalis are derived from the aggregates themselves [4]. Many mixture designers recommend the use of supplementary cementing material (SCM's) admixtures such as ground granulated blast furnace slag (ggbfs), pulverised fly ash (pfa), Silica fume or metakaolin, as an alternative to or in combination with, the use of low alkali cement.…”
Section: Introductionmentioning
confidence: 99%
“…Nevertheless, to the author's knowledge, there is no historical reported evidence for alkali-silica reactivity in concrete carried out in the CI mixing these aggregates with blended cements with high percentage of Natural Pozzolan of volcanic origin (11). The reasons of this behaviour are well known, because to initiate and sustain alkali-aggregate reactions in concrete three conditions must be accomplished: (1) aggregates potentially reactive; han de darse simultáneamente tres condiciones: (1) que los áridos sean potencialmente reactivos; (2) elevada concentración de álcalis en solución en los poros del hormigón; y (3) elevadas condiciones de humedad (12). La tercera condición no es corriente en las IC, ya que su clima es más bien templado, marino y predominantemente seco, no es un clima húmedo.…”
Section: Discussionunclassified
“…Melián et al (2) high alkali concentration in the concrete pore solution; and (3) high humidity conditions (12). The third condition is not co mmon in the CI as its weather is rather mild, marine and predominantly dry climate; there is not a humid climate.…”
Section: Conclusionesmentioning
confidence: 99%
“…Hypotheses on the alkali contribution from natural aggregates (NA) into cement paste have been investigated by a number of researchers (Bérubé et al, 2002;Rajabipour et al, 2015). It has been suggested that alkali release from non-reactive aggregates can be sufficient to influence concrete prism test results (Ideker et al, 2010).…”
Section: Introductionmentioning
confidence: 99%