Abstract: Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results in excessive expansion, cracks, loss in mechanical properties and serviceability problems. This paper reports overview of alkali-silica reactivity (ASR) in concrete including background, chemistry behind ASR, factors affecting ASR, and symptoms of ASR. The aggregates susceptible to ASR were evaluated using field performance, petrographic analysis, aggregate mineralogy and the standard and modified methods of ASTM C 1260 and C 1293, and their modifications. Aggregate classifications into innocuous and reactive based on the stated mineralogy tests, and the expansion limits of the standard methods and their modifications were compared...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
A new methodological approach, based on two innovative parameters such as the threshold alkali level...
15543062014PDFTech ReportFHWA-HRT-14-078DTFH61-08-R-00010Alkali silica reactionsReactive aggregatesN...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Alkali-Aggregate Reactions (AAR) is a deterioration mechanism in concrete that affects numerous stru...
Alkali-silica reaction (ASR) is a major concrete durability problem, resulting in significant mainte...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Graduation date: 2012Using recycled concrete aggregate (RCA) as a replacement for natural aggregate ...
Alkali Silica Reaction (ASR) is recognized as a major distress in concrete for over a century. In Un...
Alkali-silica reaction (ASR) is regarded as one of the most deleterious concrete durability problems...
© 2016 Elsevier Ltd Two new Australian Standard methods to test alkali-silica reactivity (ASR) of ag...
Alkali silica reaction (ASR) has been recently identified as an issue relating to problematic perfor...
Generally, alkali-silica reaction (ASR) is considered as an internal chemical reaction between the a...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
A new methodological approach, based on two innovative parameters such as the threshold alkali level...
15543062014PDFTech ReportFHWA-HRT-14-078DTFH61-08-R-00010Alkali silica reactionsReactive aggregatesN...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Alkali-Aggregate Reactions (AAR) is a deterioration mechanism in concrete that affects numerous stru...
Alkali-silica reaction (ASR) is a major concrete durability problem, resulting in significant mainte...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Graduation date: 2012Using recycled concrete aggregate (RCA) as a replacement for natural aggregate ...
Alkali Silica Reaction (ASR) is recognized as a major distress in concrete for over a century. In Un...
Alkali-silica reaction (ASR) is regarded as one of the most deleterious concrete durability problems...
© 2016 Elsevier Ltd Two new Australian Standard methods to test alkali-silica reactivity (ASR) of ag...
Alkali silica reaction (ASR) has been recently identified as an issue relating to problematic perfor...
Generally, alkali-silica reaction (ASR) is considered as an internal chemical reaction between the a...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
A new methodological approach, based on two innovative parameters such as the threshold alkali level...
15543062014PDFTech ReportFHWA-HRT-14-078DTFH61-08-R-00010Alkali silica reactionsReactive aggregatesN...