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KNOWLEDGE BASE |
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28 Documents associated with: Type of Construction >Institutional |
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1 |
An Architects Perspective: Overcoming Technical Issues |
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Document Type: |
Presentation |
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Publication Date: |
October
21,
2002
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Presenter(s): |
Busby Perkins + Will Architects Ltd.
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Peter Busby
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The slides from Peter Busby's presentation include notes on why to use fly ash concrete and experiences with high volume fly ash concrete in three Busby and Associates case studies, including the type of fly ash used, the chronology of the pours, contractors' previous fly ash experience, strength development, workability, finishing, appearance, and...[more] |
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See Also:
costs,
high volume fly ash concrete,
perception,
scheduling,
Type C fly ash,
Type F fly ash
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2 |
Appendix A: Concrete Specification [Durham College Case Study] |
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Document Type: |
Case Study Report |
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Publication Date: |
March
2004
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Author(s): |
Yolles Partnership
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The specification includes specific requirements applicable to the use of High Volume Supplementary Cementing Materials (HVSCM) concrete. The specification was revised by Yolles as an alternate set of concrete specifications as reference for use on future projects where EcoSmart concrete may be specified....[more] |
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See Also:
specifications
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3 |
BC Gas Building |
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Document Type: |
Image |
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Publication Date: |
2000
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Sideview photograph of the BC Gas building....[more] |
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4 |
BC Gas Building |
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Document Type: |
Image |
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Publication Date: |
2000
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Photograph of the BC Gas Building....[more] |
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6 |
EcoSmart Concrete - York University Computer Sciences |
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Document Type: |
Presentation |
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Publication Date: |
May
6,
2004
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Presenter(s): |
Lloyd Keller
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This presentation examines the use of EcoSmart concrete in terms of mix design and performance, quality control, placing, finishing, protection, curing, and form removal at the York University Computer Science Building....[more] |
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10 |
Heavily Reinforced Shearwalls and Mass Foundations Built With Green Concrete |
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Document Type: |
Technical Report |
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Publication Date: |
August
2002
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Author(s): |
P. K. Mehta,
Dushyant Manmohan
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The seismic retrofit of Barker Hall, a six-story, 40-year-old concrete building on the University of California Campus in Berkeley, required the construction of a concrete belt foundation, with bonded post-tensioned (PT) tendons at the top and bottom. The belt foundation supports the new exterior shearwalls and collector beams that strengthen the s...[more] |
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See Also:
compressive strength,
curing,
environmental impact,
finishing,
mixture proportioning,
placing,
shrinkage
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