In most concretes, aggregates are more or less chemically inert. However, some aggregates react with the alkali hydroxides in concrete, causing expansion and cracking over a period of many years. This alkali-aggregate reaction has two forms: alkali-silica reaction (ASR) and alkali-carbonate reaction (ACR). ASR is the most common form of alkali-aggregate reaction (AAR) in concrete; the other, much less common, form is alkali-carbonate reaction (ACR). If the aggregate is shown to be potentially reactive by the tests, some mitigation measure must be used to control the expansion and cracking. Alkali-silica reaction can be controlled using certain supplementary cementitious materials
Alkali-Aggregate Reactions (AAR) is a deterioration mechanism in concrete that affects numerous stru...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
In most concretes, aggregates are more or less chemically inert. However, some aggregates react with...
Alkali-aggregate reaction in concrete is the name given to a group of reactions leading to expansion...
The concrete structures during the life exploitations are under the severe conditions. Inthis way th...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
It is a well known fact that alkali aggregate reactions are one of the predominant causes of concret...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Alkali-silica reaction (ASR) is a chemical deterioration process which arises in concrete due to rea...
A group of lithologically varied UK aggregates have been incorporated into concrete prisms of variab...
2011Ahlstrom, GinaPDFTech ReportFHWA-HIF-12-022DTFH61-06-D-00035Alkali aggregate reactionsAlkali sil...
Alkali-aggregate reactivity (AAR) is known to cause detrimental effects in reinforced and prestress...
Ever since T E Stanton (1940) first observed and diagnosed the Alkali Aggregate Reactions (AAR) in c...
Alkali-Aggregate Reaction (AAR) problem is common in structures such as bridges, roadways, airport r...
Alkali-Aggregate Reactions (AAR) is a deterioration mechanism in concrete that affects numerous stru...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
In most concretes, aggregates are more or less chemically inert. However, some aggregates react with...
Alkali-aggregate reaction in concrete is the name given to a group of reactions leading to expansion...
The concrete structures during the life exploitations are under the severe conditions. Inthis way th...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
It is a well known fact that alkali aggregate reactions are one of the predominant causes of concret...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Alkali-silica reaction (ASR) is a chemical deterioration process which arises in concrete due to rea...
A group of lithologically varied UK aggregates have been incorporated into concrete prisms of variab...
2011Ahlstrom, GinaPDFTech ReportFHWA-HIF-12-022DTFH61-06-D-00035Alkali aggregate reactionsAlkali sil...
Alkali-aggregate reactivity (AAR) is known to cause detrimental effects in reinforced and prestress...
Ever since T E Stanton (1940) first observed and diagnosed the Alkali Aggregate Reactions (AAR) in c...
Alkali-Aggregate Reaction (AAR) problem is common in structures such as bridges, roadways, airport r...
Alkali-Aggregate Reactions (AAR) is a deterioration mechanism in concrete that affects numerous stru...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...