Aluminium foil (AF) membranes are commonly installed below or above concrete floor slabs to reduce the migration of ground gases into buildings. The membranes typically comprise laminates of low-density polyethylene (LDPE), reinforcement and an aluminium foil layer. The key component providing gas resistance is the aluminium layer. This is typically 0.012 mm thick and is often encapsulated by very thin layers of LDPE. The foil is therefore vulnerable to damage from puncture by narrow sharp objects in the field. Aluminium corrodes in aggressive and moist environments and could therefore be affected by the fresh cement slabs and/or ground moisture. This paper summarises testing completed to assess the puncture and penetration vulnerability of AF membranes in real life scenarios and the observations from an experiment where AF membranes were exposed to various conditions, including alkaline, acidic and direct contact with cement environments. Based on the results, design considerations are provided for AF membrane applications.
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August 2020
Research Article|
November 15 2019
Corrosion and puncture resistance of aluminium foil gas membranes beneath concrete slabs Available to Purchase
J. Lucas;
J. Lucas
1Principal Engineer, The Environmental Protection Group (Aust) Proprietary Limited, Level 19, 644 Chapel Street, South Yarra, Victoria 314, Australia, E-mail: jameslucas@epgroup.com.au (corresponding author)
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S. Wilson
S. Wilson
2Technical Director, The Environmental Protection Group Limited, Warrington Business Centre, Long Lane, Warrington WA2 8TX, UK, E-mail: stevewilson@epg-ltd.co.uk
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Publisher: Emerald Publishing
Received:
May 25 2018
Revision Received:
February 25 2019
Accepted:
June 05 2019
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2019 Thomas Telford Ltd
2019
Geosynthetics International (2020) 27 (4): 451–459.
Article history
Received:
May 25 2018
Revision Received:
February 25 2019
Accepted:
June 05 2019
Citation
Lucas J, Wilson S (2020), "Corrosion and puncture resistance of aluminium foil gas membranes beneath concrete slabs". Geosynthetics International, Vol. 27 No. 4 pp. 451–459, doi: https://doi.org/10.1680/jgein.19.00035
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