Evidence map›Paper›PMID 40594105›Full record

ArticleScientific reports2025

Utilization of Algerian calcined clay in sustainable mortars considering thermal treatment and granulometry effects on mechanical properties.

Mouna Badaoui, Kamel Hebbache, Abdellah Douadi, Lamia Mansouri, Abdelghani Merdas, Soria Gherbi, Karima Kada, Mourad Boutlikht, Cherif Belebchouche, Jacek Szymanowski

Abstract read
In one paragraph

Article in Scientific reports, 2025. 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

10 authors.

Mouna BadaouiEmerging Materials Research Unit (URME), Department of Civil Engineering, Ferhat Abbas University of Sétif 1, 19000, Sétif, Algeria.
Kamel HebbacheCivil Engineering Research Laboratory of Sétif (LRGCS), Department of Civil Engineering, Setif 1 University-Ferhat Abbas, 19000, Sétif, Algeria.
Abdellah DouadiEmerging Materials Research Unit (URME), Department of Civil Engineering, Ferhat Abbas University of Sétif 1, 19000, Sétif, Algeria.
Lamia MansouriDepartment of Process Engineering, Setif 1 University-Ferhat Abbas, 19000, Sétif, Algeria.
Abdelghani MerdasEmerging Materials Research Unit (URME), Department of Civil Engineering, Ferhat Abbas University of Sétif 1, 19000, Sétif, Algeria.
Soria GherbiEmerging Materials Research Unit (URME), Department of Civil Engineering, Ferhat Abbas University of Sétif 1, 19000, Sétif, Algeria.
Karima KadaEmerging Materials Research Unit (URME), Department of Civil Engineering, Ferhat Abbas University of Sétif 1, 19000, Sétif, Algeria.
Mourad BoutlikhtCivil Engineering Research Laboratory of Sétif (LRGCS), Department of Civil Engineering, Setif 1 University-Ferhat Abbas, 19000, Sétif, Algeria.
Cherif BelebchoucheCivil Engineering Research Laboratory of Sétif (LRGCS), Department of Civil Engineering, Setif 1 University-Ferhat Abbas, 19000, Sétif, Algeria.
Jacek SzymanowskiDepartment of Materials Engineering and Construction Processes, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wrocław, Poland. jacek.szymanowski@pwr.edu.pl.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study investigates the potential of calcined Algerian clay as a supplementary cementitious material (SCM) for enhancing the sustainability of cement production by reducing the consumption of clinker and emissions of carbon dioxide (CO₂). The research novelty lies in the comprehensive evaluation of fineness effects, the statistical modelling of mechanical performance, and the assessment of the environmental impact. A case study of practical significance is also provided. Clay was thermally activated at 700 °C to achieve near-complete dihydroxylation, ground to fineness levels of 45 µm and 80 µm, and then incorporated into the cement at replacement ratios of 10-30% by weight of the cement. Compressive and flexural strengths were assessed at 2, 7, and 28 days, while thermal and structural modifications were analysed using thermogravimetric analysis (TGA) and Fourier-transform infrared spectroscopy (FTIR). The results demonstrated that at lower substitution levels (10-15%), the 80 µm fraction of clay enhanced early-age compressive strength (13.6 MPa at 2 days), whereas at higher replacements (20-30%), the 45 µm fraction exhibited superior long-term strength (36.85 MPa at 28 days), which was attributed to improved pozzolanic reactivity and matrix densification. Flexural strength increased by 7-20% for substitution rates up to 20%, in turn confirming the structural benefits of calcined clay. Life-cycle analysis indicated significant reductions in energy consumption, CO₂ emissions, and production costs, with the M30-45 and M30-80 mixtures achieving reductions of approximately 10.6%. The statistical modeling of compressive strength at 2 and 28 days demonstrated high predictive accuracy, with coefficients of determination (R

Indexed as

Calcined clayCompressive strengthFlexural strengthPozzolanRaw clay

Identifiers

PMID40594105
PMCPMC12216293

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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.