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| 02205cam 2200361zi 4500 |
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001 | 9.909352 |
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003 | CaOODSP |
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005 | 20221107181902 |
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006 | m o d f |
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007 | cr |n||||||||| |
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008 | 220324s1987 oncd ob f000 0 eng d |
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040 | |aCaOODSP|beng|erda|cCaOODSP |
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043 | |an-cn--- |
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086 | 1 |aNH17-368/1987E-PDF |
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245 | 00|aDetermine potential of carbonation of concrete in Canada : |bstate-of-the-art literature review / |cprepared for the Research Division, Policy Development and Research Sector, Canada Mortgage and Housing Corporation by John A. Bickley Associates Ltd. |
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264 | 1|a[Ottawa, Ont.] : |bResearch Division, Policy Development and Research Sector, Canada Mortgage and Housing Corporation, |c1987. |
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300 | |a1 online resource (iii, 32 pages, 18 unnumbered pages) : |bcharts |
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336 | |atext|btxt|2rdacontent |
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337 | |acomputer|bc|2rdamedia |
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338 | |aonline resource|bcr|2rdacarrier |
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500 | |aDigitized edition from print [produced by Canada Mortgage and Housing Corporation]. |
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500 | |a"File: 86/018." |
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500 | |aCMHC Project Manager: A.J. Houston. |
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500 | |a"April 20, 1987." |
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504 | |aIncludes bibliographical references. |
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520 | |a"Deterioration of steel-reinforced concrete is occurring at higher rates than anticipated. Many components which form part of any nation's infrastructure, roads, bridges, dams, water and sewage treatment plants, airports, docks and the structural elements and facade assemblies of public and private high rise buildings, are all prone to various decay processes. Most of these time-dependent decay processes are known to result from freeze-thaw reactions in concrete, alkali-aggregate reactivity damage, roadway de-icing salt damage or sulphate reaction"--Executive summary. |
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650 | 0|aCarbonization. |
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650 | 0|aConcrete|xDeterioration. |
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650 | 6|aCarbonisation. |
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650 | 6|aBéton|xDétérioration. |
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710 | 2 |aCanada Mortgage and Housing Corporation. |bResearch Division, |eissuing body. |
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710 | 2 |aJohn A. Bickley Associates Ltd., |eissuing body. |
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856 | 40|qPDF|s4.66 MB|uhttps://publications.gc.ca/collections/collection_2022/schl-cmhc/NH17-368-1987-eng.pdf |
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