Properties of concrete incorporating fine recycled aggregate

By J. M. Khatib. 2005

867 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/a58a332fdda3bece86021fba6af126564a22cbe1

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Physical–chemical and mineralogical characterization of fine aggregates from construction and demolition waste recycling plants (2013, positive): “8 kg/m3, which agrees with previous research (Evangelista and de Brito, 2007; Leite, 2001; Khatib, 2005; Dessy et al., 1998) that proved a clear decrease of this parameter compared with fine natural aggregates.”
The effect of superplasticizers on the mechanical performance of concrete made with fine recycled concrete aggregates (2012, methodology): “Khatib [16] compared the modulus of elasticity of FRAC with that of the corresponding RC and found reductions of up to 32% for 100% FRA incorporation.”
Rheological behaviour of concrete made with fine recycled concrete aggregates – Influence of the superplasticizer (2015, methodology): “Kou and Poon [31] used the same replacement ratios as Khatib [30].”
The influence of the use of recycled aggregates on the compressive strength of concrete: a review (2015, background): “Few studies were found (Debieb & Kenai, 2008; Khatib, 2005; Vieira, 2013) on the effects of increasing the fine RMA content on the compressive strength of concrete.”
Effects on concrete durability of using recycled ceramic aggregates (2005, background): “A review of literature reveals the relevance of the studies reported by Akhtaruzzaman and Hasnat [5], Mansur et al [6], Devenny and Khalaf [7] and Khatib [8].”
Influence of Type and Replacement Level of Recycled Aggregates on Concrete Properties (2008, positive): “Yang and Kim 21 showed that the relative slump of fresh concrete against elapsed time, which is valuable index to evaluate workability loss of concrete, can be approximately expressed as below: where   i L S = initial slump measured immediately after mixing (mm), L S = slump of fresh concrete…”
Short and long-term behavior of structural concrete with recycled concrete aggregate (2013, background): “So far, most of the research carried out focused on the use of coarse recycled aggregates in new structural concrete [5,10–14], whereas the use of fine recycled fraction [18,19] is still poorly investigated because it can significantly impair some concrete properties.”
Mechanical and durability performance of concrete incorporating fine recycled concrete and glass aggregates (2014, background): “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].”