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An Analytical Study on the Expansion Rates of Mortar-bars (ASTM C 227-90) for Basalt and Various Aggregates  

정지곤 (충남대학교 지구환경과학과)
김경수 (한국원자력연구소 방사성폐기물처분연구부)
Publication Information
The Journal of Engineering Geology / v.13, no.3, 2003 , pp. 309-320 More about this Journal
Abstract
Since the concrete covers most structures in modern architecture and it is composed of aggregates of about 75%, the appropriate selection of aggregates is valuable for the durability of concrete. A major cause of the expansion of mortar-bar measured by ASTM C 227-90 has been accounted by the alkali-aggregate reaction. This study carried out designed experiments on some aggregates including basalt and sandstone, to classify the expansion factors into the alkali-aggregate reaction, the increase of the gel pore volume, and the interstitial water that could expand physically the cracks or foliation developed in aggregates itself. The quantitative analyses of expansion by each factor indicated that the interstitial water and/or the alkali-aggregate reaction had major roles in the concrete expansion. Thus, if the supplied aggregates have deteriorated the structural framework, it is important to investigate the exact causes through this suggested method.
Keywords
ASTM C 227-90; mortar-bar; aggregate; alkali-aggregate reaction; gel pore; interstitial water;
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