Research Article
Sep 1973
Design of Insulated Foundations
Authors: Eli I. Robinsky, M.ASCE, and Keith E. BespflugAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 9
Abstract
Traditionally, frost heave of foundations has been avoided by placing the foundations below frost penetration depth. An alternate and, under certain conditions, a more economical method is to place the foundation on or near the ground surface, and isolate the surrounding and underlying soil from seasonal frost activity. Such an approach reduces the cost of excavation and backfill, and reduces the volume of concrete needed for normal foundations. A method is presented for determining the thickness and width of insulation needed. The insulation is placed beneath and around the foundations, as required. The design guides may be used for both heated and unheated structures. The method is based on a theoretical and practical study carried out by the writers on actual insulated foundations used for industrial buildings near Timmins, Ontario, Canada.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 9 • September 1973
Pages: 649 - 667
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Sep 1973
Published online: Feb 12, 2021
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Authors
Affiliations
Eli I. Robinsky, M.ASCE
Assoc. Prof. of Civ. Engrg., Systems Butldmg Centre, Univ. of Toronto, Toronto, Canada
Keith E. Bespflug
Soil Design Eng., Design Br., Water Resources Div., Alberta Dept. of the Environment, Edmonton, Canada; formerly, Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Canada
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.