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Part of the book series: NATO ASI Series ((NSSE,volume 304))

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Abstract

The gas permeability, compressive strength, and porosity of concretes were investigated at different ages. Different types of concrete mixes were prepared. The test specimens were cured in a fog room for 1, 3, or 7 days and then stored in a controlled environment until the age of testing. The gas permeability of the cover concrete was measured using an over-pressure method, which is suitable for use in the laboratory or on sites. This method allows differences in w/c ratios and curing conditions to be effectively characterized. The relative humidity of the test specimens was measured just before testing, and it was observed that wet concrete specimens had relatively smaller gas permeability values than dried specimens from similar mixes, due to the fact that the presence of moisture in the concrete blocks and reduces the free transport of gases. The results obtained indicate that early-age curing is an important way to decrease the permeability and to improve other durability parameters of concrete.

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© 1996 Springer Science+Business Media Dordrecht

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Reinhardt, H.W., Dinku, A. (1996). Effects of Curing on the Gas Permeability of Cover Concrete. In: Jennings, H., Kropp, J., Scrivener, K. (eds) The Modelling of Microstructure and its Potential for Studying Transport Properties and Durability. NATO ASI Series, vol 304. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-8646-7_16

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  • DOI: https://doi.org/10.1007/978-94-015-8646-7_16

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-4653-6

  • Online ISBN: 978-94-015-8646-7

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