Performance of concrete made with commercially produced coarse recycled concrete aggregate
By K. Sagoe-Crentsil, T. Brown, Alan Taylor. 2001
741 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/55e075b83e869639e426c1dbf362b9a4377e57d7
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Assessment of durability of recycled aggregate concrete produced by two-stage mixing approach (2007, background): “Such recycling operations can reduce landfill consumption, while conserving primary resources and reducing transport costs [5] [6].”
- Carbonation behaviour of recycled aggregate concrete (2015, neutral): “Generally, according to the literature [21, 26-42], as the replacement level increases, the carbonation depth of RAC also increases.”
- Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete (2004, methodology): “Prewetted and saturated recycled aggregates were used in several studies [3,10] in order to prevent a rapid decrease in concrete workability.”
- Use of recycled concrete aggregate in concrete: a review (2013, background): “According to Sagoe-Crentsil et al. (2001), the tensile resistance of RCA concrete increases with the increased cement content in concrete.”
- Effect of recycled coarse aggregate on damage of recycled concrete (2011, background): “When presoaked or prewetted aggregates are used, some authors conclude that there is no significant difference between the strength of conventional concretes and recycled concretes [15, 26 , 29].”
- Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates (2014, background): “The Australian Standard (AS 3600 – Concrete Structures) has recommended that the nominal shrinkage limit of concrete at 56 days should not exceed 700 microstrains [79].”
- Recycled Concrete as Aggregate for Structural Concrete Production (2010, background): “Other papers [27,28] and [29] also confirmed that RAC tensile strength is not significantly affected by the amount of recycled coarse aggregate.”