Resistance to Freezing and Thawing of Recycled Aggregate Concrete

By R. Salem, E. Burdette, N. Jackson. 2003

169 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/125fb583234311e3c52032bd9f96a36a9840a8a8

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Use of recycled concrete aggregate in concrete: a review (2013, background): “Similarly, Salem et al. (2003) reported that lowering the water to cement ratio to a certain level was highly beneficial for RCA concrete to develop the freezing and thawing resistance equal to that of NCA concrete.”
Recycled Concrete as Aggregate for Structural Concrete Production (2010, background): “Available test results of recycled aggregate concrete vary in wide limits, sometimes are even opposite, but general conclusions about the properties of concrete with recycled coarse aggregate compared to concrete with natural aggregate are: - increased drying shrinkage up to 50% [13,14], - increased”
Tensile strength behaviour of recycled aggregate concrete (2015, result): “This trend was also observed by other researchers [83].”
Mechanical and durability performance of concrete incorporating fine recycled concrete and glass aggregates (2014, result): “The results of other studies where 100 % of the fine crushed limestone aggregate was replaced with either RC or RG aggregate indicate a decrease in compressive strength of concrete in the range of 8–40 % [20, 21, 33, 54].”
Comparative Tests of Beams and Columns Made of Recycled Aggregate Concrete and Natural Aggregate Concrete (2007, background): “Salem et al. (2003) reported that lowering the w/c ratio to a certain level was helpful but not acceptable to the development of the freeze-thaw resistance of RAC and the use of entrained air was effective on improving it.”
The influence of the use of recycled aggregates on the compressive strength of concrete: a review (2015, result): “…Lam, Fok, et al., 2004; Rahal, 2007; Rao, Bhattacharyya, & Barai, 2010; Ravindrarajah, Loo, & Tam, 1987; Razaqpur et al., 2010; Ridzuan et al., 2005; Salem et al., 2003; Sánchez de Juan & Alaejos, 2004; Sarhat, 2007; Shayan & Xu, 2003; Tang, Soutsos, & Millard, 2007; Teranishi et al., 1998;…”
Mechanical and Freeze-Thaw Durability Properties of Recycled Aggregate Concrete Made with Recycled Coarse Aggregate (2015, background): “Due to the higher absorption capacity of recycled aggregate, the concrete mixes become stiffer and less workable compared to NAC (Salem et al. 2003).”