PERFORMANCE AND PROPERTIES OF STRUCTURAL CONCRETE MADE WITH RECYCLED CONCRETE AGGREGATE

By A. Shayan, A. Xu. 2003

258 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/c5e26424d5413ee1d4a6bcec36fb81a907e724ab

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Citations in the corpus

Interfacial transition zones in recycled aggregate concrete with different mixing approaches (2012, unknown): “With the emergence of nanoindentation technology, it is now possible to directly measure the mechanical properties of the ITZs [16–19], and Scanning Electron Microscopy (SEM) is typically applied to investigate the morphological characteristic of the ITZs [8,20].”
Quality Improvement Techniques for Recycled Concrete Aggregate: A review (2019, background): “A large amount of weak adhered mortar is considered as the major factor compromising the quality of RCA (Ajdukiewicz and Kliszczewicz 2002; Shayan and Xu 2003; De Juan and Gutiérrez 2009).”
Performance Enhancement of Recycled Concrete Aggregates through Carbonation (2015, background): “2009), pozzolanic materials (Li et al. 2009; Tsujino et al. 2007; Shayan and Xu 2003), or polyvinyl alcohol emulsion (Kou and Poon 2010).”
The influence of the use of recycled aggregates on the compressive strength of concrete: a review (2015, unknown): “…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; Thomas, Setién, Polanco, Alaejos, & Sánchez de Juan, 2013; Vieira,…”
Modeling of mechanical properties and durability of recycled aggregate concretes (2012, background): “Data presented by Shayan and Xu [3] show that in Australia more than 3 million tons of C&D are produced per year, most of which are concrete residue.”
An overview on concrete carbonation in the context of eco-efficient construction: Evaluation, use of SCMs and/or RAC (2012, methodology): “Shayan and Xu [81] studied four treatments that were applied to the RAC as follows: 1(a)-Concentrated sodium silicate solution, designated N42 solution; 1(b)-Diluted (50%) N42 solution; 2-Diluted N42 solution and lime; 3-Diluted N42 solution and silica fume; and 4.”
Use of a CO2 curing step to improve the properties of concrete prepared with recycled aggregates (2014, unknown): “Shayan and Xu [13] reported the use of lime and silica fume to improve the surface properties of RA and the results clearly demonstrated that the improved RA can be used to produce 50 MPa structural concrete with durability properties similar to those of natural aggregate concrete.”