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KNOWLEDGE BASE |
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15 Documents associated with: Type of Construction >Infrastructure |
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Addressing Regional Sustainability: A Case Study of Little Mountain Reservoir Reconstruction (LMRR) Using Concrete Containing Large Volumes of Fly Ash |
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Document Type: |
Case Study Report |
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Publication Date: |
October
2004
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Author(s): |
A.P. Sukumar,
Phil Seabrook, P.Eng.,
John Sherstobitoff,
Frank Huber
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The Little Mountain Reservoir located in Queen Elizabeth Park, Vancouver, British Columbia, Canada was originally constructed as an open
basin in 1910 and a roof structure was added in the mid 1960s. Because of seismic and structural deficiencies of the structure, it was decided to demolish the reservoir and construct a new one on the same site wi...[more] |
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See Also:
cold weather concreting,
cracking,
greenhouse gas emissions,
permeability,
placing,
superplasticizers
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3 |
De-Icing Salt Scaling Resistance of Concrete Incorporating Supplementary Cementing Materials |
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Document Type: |
Case Study Report |
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Publication Date: |
2004
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Author(s): |
Alain Bilodeau,
Nabil Bouzoubaa,
Benoit Fournier,
CANMET Energy Technology Centre, Natural Resources Canada
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The primary objectives of this study were to compare the field and laboratory de-icing salt scaling resistance of concretes incorporating different proportions of fly ash, slag and ternary blends (with silica fume), and to determine the effect of various key parameters such as concrete mixture design, finishing operations, and curing on the de-icin...[more] |
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See Also:
cold weather concreting,
freezing and thawing,
resistance,
scaling
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7 |
High Volume Fly Ash Concrete: Pre-Cast RPT 2000 Platform Beams |
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Document Type: |
Case Study Report |
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Publication Date: |
November
2002
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Author(s): |
Brian Ball
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As part of the Rapid Transit Project 2000 Stations, 4 selected skytrain stations requiring 34 precast, prestressed concrete platform beams were slated for high volume fly ash concrete as part of the demonstration project. Precast, prestressed platform beams were cast with a high performance concrete utilizing a supplementary cementing material, 30%...[more] |
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See Also:
air-entraining admixtures,
compressive strength,
curing,
early strength,
finishing,
precast concrete,
superplasticizers
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