Bond performance of deformed steel bars in concrete produced with coarse recycled concrete aggregate-Reference-Cited by-同舟云学术

Bond performance of deformed steel bars in concrete produced with coarse recycled concrete aggregate

Published:2012-02 Issue:2 Volume:39 Page:128-139
ISSN:0315-1468
Container-title:Canadian Journal of Civil Engineering
language:en
Short-container-title:Can. J. Civ. Eng.

Author:

Fathifazl Gholamreza¹²,Razaqpur A. Ghani³,Isgor O. Burkan²,Abbas Abdelgadir⁴²,Fournier Benoit⁵⁶,Foo Simon⁷

Affiliation:

1. Adjeleian Allen Rubeli Ltd., 75 Albert Street, Suite 1005, Ottawa, ON K1P 5E7, Canada.

2. Carleton University, Department of Civil and Environmental Engineering, Ottawa, ON K1S 5B6, Canada.

3. Department of Civil Engineering, McMaster University, Hamilton, ON L8S 4L8, Canada.

4. Amec Americas, Calgary, AB T2P 3W3, Canada.

5. Laval University, Department of Geology and Geological Engineering, Pavillon Adrien-Pouliot, 1065, avenue de la Médecine, Québec, QC G1V 0A6, Canada.

6. CANMET-MTL, Ottawa, ON K1A 0G1, Canada.

7. Public Works and Government Services Canada, Gatineau, QC K1A 0S5, Canada.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/l11-120

Reference22 articles.

1. Quantification of the residual mortar content in recycled concrete aggregates by image analysis

2. Influence of recycled aggregates on mechanical properties of HS/HPC

3. American Concrete Institute. 1998. Standard practice for selecting proportions for Normal, Heavyweight and Mass concrete, ACI 211.1-91, American Concrete Institute, Farmington Hills, Michigan.

4. American Society for Testing and Materials. 2003. Concrete and Concrete Aggregates. Annual Book of American Society for Testing and Materials, Volume 4.02, ASTM, Philadelphia.

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