| Heron | |
| Use of Rhenish trass in marine concrete: A microscopic and durability perspective | |
| M.R. de Rooij1  R.B. Polder1  T.G. Nijland1  J.A. Larbi1  | |
| [1] TNO Built Environment and Geosciences, The Netherlands $$ | |
| 关键词: Marine concrete; trass; microscopy; resistivity; durability; field experience; ASR; | |
| DOI : | |
| 学科分类:建筑学 | |
| 来源: Technische Universiteit Delft * Faculty of Civil Engineering | |
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【 摘 要 】
Use of Rhenish trass in (historic) lime mortars is well known. However, its application to concrete has not been investigated elaborately. In the past, trass was used as a pozzolanic addition to concrete for marine structures in the Netherlands. Recent investigations of several structures have shown that identification of trass in aged concretes by polarization-and-fluorescence microscopy isdifficult. In order to facilitate PFM studies, historic mixtures were recast. Two mixtures have been recast, viz. a mixture of 300 kg/m3 ordinary Portland cement (CEM I) and another mixture of 310 kg/m3 ground granulated blastfurnace slag cement (CEM III/B), both with an addition of 10% trass by cement mass. Concrete mixes were originally designed for a major lock, built in the 1920`s, and a quay constructed in Rotterdam harbour in the 1970`s, respectively. Difficulties of recognizing trass in aged concretes by PFM and apparent effects of trass on both microstructure of the concrete and durability arediscussed. Durability in a maritime environment has extensively been studied in the case of Rotterdam harbour. It is shown that addition of 10% of trass to CEM III/B has no effect on the durability of concrete.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912010227603ZK.pdf | 2795KB |
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