Skip to main navigation Skip to search Skip to main content

The effect of compressive loading on the residual gas permeability of concrete

  • Md Jihad Miah
  • , Hatem Kallel
  • , Hélène Carré
  • , Pierre Pimienta
  • , Christian La Borderie

Research output: Contribution to journal › Article › peer-review

Abstract

Concrete permeability is related to pore connectivity and measures the flow rate of gases and liquids through the concrete under a pressure gradient. Information about concrete permeability - both in ordinary environmental conditions and after the exposure to high temperature - is, therefore, badly needed to better understand fluid transport in concrete, with specific reference to high temperature. In fact, permeability influences concrete spalling in fire by favoring pore-pressure build-ups during the heating process. In this research project, two different procedures are adopted to carry out permeability tests on concrete specimens either unloaded or preloaded during the heating process. The results show that concrete permeability strongly depends on crack width and orientation, both are affected by the axial compression or radial confinement.

Original languageEnglish
Pages (from-to)12-19
Number of pages8
JournalConstruction and Building Materials
Volume217
DOIs
Publication statusPublished - 30 Aug 2019

Bibliographical note

Publisher Copyright:
© 2019

Keywords

  • Concrete
  • Confining pressure
  • Permeability
  • Temperature
  • Uniaxial loading

Fingerprint

Dive into the research topics of 'The effect of compressive loading on the residual gas permeability of concrete'. Together they form a unique fingerprint.

Cite this