Evidence map›Paper›PMID 40797089›Full record

ArticleScientific reports2025

Comprehensive evaluation of impact strength and microstructural characteristics of geopolymer concrete reinforced with four types of natural fibers of varying lengths.

Aidana Bazarkhankyzy, G Murali, Yelaman Aibuldinov, Zhanar Iskakova, Marzena Kurpińska, Hakim S Abdelgader, Siva Avudaiappan, Saurav Dixit

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 4 papers.

0numbers the graph read from it
0cells of the map it votes in
4citing 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

4 citing papers in PubMed.

  1. Article
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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

8 authors.

Aidana BazarkhankyzyResearch Institute of New Chemical Technologies, L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, 010000, Kazakhstan. bazarkhankyzy.a@amu.kz.
G MuraliCentre for Promotion of Research, Graphic Era (Deemed to be University), Clement town, Dehradun, India.
Yelaman AibuldinovResearch Institute of New Chemical Technologies, L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, 010000, Kazakhstan.
Zhanar IskakovaResearch Institute of New Chemical Technologies, L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, 010000, Kazakhstan.
Marzena KurpińskaFaculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdańsk, Poland. marzena.kurpinska@pg.edu.pl.
Hakim S AbdelgaderFaculty of Engineering, Civil Engineering Department, University of Tripoli, Tripoli, Libya.
Siva AvudaiappanDepartamento de Ciencias de la Construcción, Facultad de ciencias de la construccion y ordenamiento territorial, Universidad Tecnológica Metropolitana, Santiago, Chile.
Saurav DixitCentre for Research Impact and Outcome, Chitkara University Institute of Engineering and Technology, Chitkara University, Rajpura, 140401, Punjab, India.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study systematically studied the impact strength of Geopolymer concrete (GC) integrating fly ash, slag, and silica fume, reinforced with four natural fibers including sisal, jute, coir, and flax at varying aspect ratios. The primary objectives are to analyze the influence of fiber length on initial cracking number (J1), failure number (J2), crack-bridging mechanisms, and failure modes under impact loading. This study presents a unique contribution by thoroughly examining the impact of fiber aspect ratio in multi-binder GC, offering critical insights into optimizing fibrous GC for improved structural performance and resilience. The impact performance of GC was influenced by both fiber type and length. Coir fibers enhanced J1 by up to 66% and J2 by 171.43%, with optimal energy absorption at 60 mm. Flax and jute fibers showed peak performance at 40 mm, with J2 improvements of 75.82% and 100%, respectively, while longer lengths led to dispersion issues and diminished gains. Sisal fiber at 40 mm offered balanced enhancement (J1: 50%, J2: 117.58%), whereas the highest J2 (135.16%) was achieved with 60 mm, accompanied by a moderate drop in J1, indicating that excessive fiber lengths may hinder bonding efficiency.

Indexed as

FibersFlaxGeopolymer concreteImpact strengthJuteMicrostructureSisal. coir

Identifiers

PMID40797089
PMCPMC12343770

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.