Evidence map›Paper›PMID 38673073›Full record

ArticleMaterials (Basel, Switzerland)2024

Enhancing the Mechanical and Durability Properties of Fully Recycled Aggregate Concrete Using Carbonated Recycled Fine Aggregates.

Birori Jean, Hui Liu, Xudong Zhu, Xinjie Wang, Xiancui Yan, Tianyu Ma

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

2 citing papers in PubMed.

  1. Article
  2. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Birori JeanDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.
Hui LiuDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.ORCID 0000-0002-2763-2812
Xudong ZhuDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.
Xinjie WangDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.
Xiancui YanDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.
Tianyu MaDepartment of Civil Engineering, Changzhou University, Changzhou 213164, China.

Funding

National Natural Science Foundation of China 52078068Natural Science Foundation of Jiangsu Province BK20220626State Key Laboratory of Silicate Materials for Architectures (Wuhan University of Technology) SYSJJ2020-14Young Elite Scientists Sponsorship Program from JSAST TJ-2023-024
6 · The paper itself

Abstract

The global construction industry is increasingly utilizing concrete prepared from recycled aggregate as a substitute for natural aggregate. However, the subpar performance of recycled fine aggregate (RFA) has resulted in its underutilization, particularly in the structural concrete exposed to challenging environments, including those involving chlorine salts and freeze-thaw climates. This study aimed to enhance the performance of RFA as a substitute for river sand in concrete as well as fulfill the present demand for fine aggregates in the construction sector by utilizing accelerated carbonation treatment to create fully recycled aggregate concrete (FRAC) composed of 100% recycled coarse and fine aggregates. The impacts of incorporating carbonated recycled fine aggregate (C-RFA) at various replacement rates (0%, 25%, 50%, 75%, and 100%) on the mechanical and durability properties of FRAC were investigated. The results showed that the physical properties of C-RFA, including apparent density, water absorption, and crushing value, were enhanced compared to that of RFA. The compressive strength of C-RFC100 was 19.8% higher than that of C-RFC0, while the water absorption decreased by 14.6%. In a comparison of C-RFC0 and C-RFC100, the chloride permeability coefficients showed a 50% decrease, and the frost resistance increased by 27.6%. According to the findings, the mechanical and durability properties, the interfacial transition zones (ITZs), and micro-cracks of the C-RFC were considerably enhanced with an increased C-RFA content.

Indexed as

carbonated recycled fine aggregateschloride permeability resistancefrost resistancefully recycled aggregate concrete

Identifiers

PMID38673073
PMCPMC11051302

What OpenQuestion holds

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.