Green Concrete Made with RCA and FRP Scrap Aggregate: Fresh and Hardened Properties

Author:

Shahria Alam M.1,Slater Emma2,Muntasir Billah A. H. M.3

Affiliation:

1. Assistant Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7 (corresponding author).

2. Engineer in Training, Metro Vancouver 4330 Kingsway, Burnaby, BC, Canada V5H4G8; formerly, NSERC Undergraduate Student Research Assistant, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7.

3. Ph.D. student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Abbas A. Fathifazl G. Isgor O. B. Razaqpur A. G. Fournier B. and Foo S. (2006). “Environmental benefits of green concrete.” Proc. EIC Climate Change Technology IEEE New York 1–8.

2. American Concrete Institute. (2003). “Guide for structural lightweight aggregate concrete.” 213R-03 Farmington Hills MI.

3. Behaviour of concrete with different proportions of natural and recycled aggregates

4. Canada Economic Action Plan. (2009). “Canada Economic Action Plan: Budget.” 〈http://www.budget.gc.ca/2009/pdf/budget-planbugetaire-eng.pdf〉 (Nov. 20 2011).

5. Canadian Standards Association (CSA). (2004a). “Compressive strength of cylindrical concrete specimens.” CSA A23.2-9C Toronto.

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