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General Information
    • ISSN: 1793-8236 (Online)
    • Abbreviated Title Int. J. Eng. Technol.
    • Frequency:  Quarterly 
    • DOI: 10.7763/IJET
    • APC: 500 USD
    • Managing Editor: Ms. Isa Yuan 
    • Abstracting/ Indexing:  CNKI,  Google Scholar, Crossref, EBSCO  etc.
    • E-mail: ijet_Editor@126.com
IJET 2013 Vol.5(1): 91-94
doi: 10.7763/IJET.2013.V5.518

A Modified Test Procedure to Measure Gas Permeability of Hollow Cylinder Concrete Specimens

Aissa Talah , Fettoum Kharchi

  • the University of Sciences and Technology Houari

Abstract

The aim of this paper is to present a test procedure for the determination of gas (02, N2, air) permeability (m2) of a hollow cylinder porous material specimen. It applies in particular, but not exclusively, for measuring gas permeability of hardened concrete specimens. The gas permeability test in is carried out using a constant head permeameter. The design uses simple elements for easy measurements. This paper describes both the cell design and principles of operation of a novel aspect of experimental method and its application to the investigation of gas permeability of concrete. The form of concrete samples chosen reflects the present constructions cases where the permeability plays an important role in structures durability and security, such as nuclear power plants or storage structures. This laboratory method applies to molded cylinders samples and drilled cores of concrete. This device is able to measure the permeability values between 10-20 and 10-15 m2. The values obtained from this experimental procedure are similar to those found in literature.

Keywords

  • Durability
  • gas permeability
  • measurement device
  • porous materials
518-R018

How to Cite

Copied

Aissa Talah and Fettoum Kharchi, "A Modified Test Procedure to Measure Gas Permeability of Hollow Cylinder Concrete Specimens," International Journal of Engineering and Technology, vol. 5, no. 1, pp. 91-94, 2013. https://doi.org/ 10.7763/IJET.2013.V5.518

Copyright & License

Copyright © 2013 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).

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