This is a comment on Sustainability 2010, 2(5), 1204-1225 .

Sustainability 2011, 3(2), 465-468; doi:10.3390/su3020465
Commentary

Discussion on “Malešev, M.; Radonjanin, V.; Marinković, S. Recycled Concrete as Aggregate for Structural Concrete Production. Sustainability, 2010, 2, 1204-1225”

1 Adjeleian Allen Rubeli Ltd., Suite #1005, 75 Albert St., Ottawa, ON K1P 5E7, Canada 2 Centre for Effective Design of Structures, Department of Civil Engineering, McMaster University, 1280 Main Street W., Hamilton, ON L8S 4L7, Canada
* Author to whom correspondence should be addressed.
Received: 11 January 2011; Accepted: 11 February 2011 / Published: 16 February 2011
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Abstract: The authors are to be congratulated for their comprehensive research work on the use of RCA as aggregate in structural grade concrete [1], but some of their conclusions with regard to the effect of aggregate type and RCA content on the fresh and hardened properties of concrete made with coarse RCA, termed RAC for brevity, need discussion.

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MDPI and ACS Style

Fathifazl, G.; Razaqpur, A.G. Discussion on “Malešev, M.; Radonjanin, V.; Marinković, S. Recycled Concrete as Aggregate for Structural Concrete Production. Sustainability, 2010, 2, 1204-1225”. Sustainability 2011, 3, 465-468.

AMA Style

Fathifazl G, Razaqpur AG. Discussion on “Malešev, M.; Radonjanin, V.; Marinković, S. Recycled Concrete as Aggregate for Structural Concrete Production. Sustainability, 2010, 2, 1204-1225”. Sustainability. 2011; 3(2):465-468.

Chicago/Turabian Style

Fathifazl, Gholamreza; Razaqpur, A. Ghani. 2011. "Discussion on “Malešev, M.; Radonjanin, V.; Marinković, S. Recycled Concrete as Aggregate for Structural Concrete Production. Sustainability, 2010, 2, 1204-1225”." Sustainability 3, no. 2: 465-468.

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