Evidence map›Paper›PMID 40715340›Full record

ArticleScientific reports2025

Evaluation of rice husk biochar influence as a partial cement replacement material on the physical, mechanical, microstructural, and radiation shielding properties of ordinary concrete.

Alaa A Mahmoud, Alaa A El-Sayed, Islam N Fathy, Samer Fawzy, Mansour Alturki, Maged E Elfakharany, Mohamed A Abouelnour, K A Mahmoud, Hany A Dahish, Soliman M ElTalawy and 1 more

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 11 papers.

0numbers the graph read from it
0cells of the map it votes in
11citing 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

11 citing papers in PubMed.

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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

11 authors.

Alaa A MahmoudConstruction and Building Engineering Department, October High Institute for Engineering & Technology, Giza, Egypt.
Alaa A El-SayedCivil Engineering Department, Faculty of Engineering, Fayoum University, Fayoum, Egypt.
Islam N FathyConstruction and Building Engineering Department, October High Institute for Engineering & Technology, Giza, Egypt.
Samer FawzySchool of Chemistry and Chemical Engineering, Queen's University Belfast, Northern Ireland, UK.
Mansour AlturkiDepartment of Civil Engineering, College of Engineering, Qassim University, 52571, Buraidah, Saudi Arabia. m.alturki@qu.edu.sa.
Maged E ElfakharanyRaw Materials Institute, Housing and Building National Research Center (HBRC), Giza, Egypt.
Mohamed A AbouelnourCivil Engineering Department, Faculty of Engineering, Fayoum University, Fayoum, Egypt.
K A MahmoudR&D Office, Vice Presidency for Scientific Research and Innovation, Imam Abdulrahman Bin Faisal University, Dammam, Saudi Arabia.
Hany A DahishDepartment of Civil Engineering, College of Engineering, Qassim University, 52571, Buraidah, Saudi Arabia.
Soliman M ElTalawyPhysics Department, Faculty of Science, Azhar University, Cairo, Egypt.
Islam M NabilPhysics Department, Faculty of Science, Fayoum University, Fayoum, Egypt.

Funding

Qassim University QU-APC-2025
6 · The paper itself

Abstract

This study investigated the viability of rice husk-derived biochar (RHB) as a partial substitute for cement in concrete. The used RHB, characterized by a novel chemical composition abundant in silicon and aluminum oxides, was incorporated into ordinary concrete at increasing substitution ratios up to 25% by cement weight. A comprehensive evaluation was conducted to assess the influence of RHB on various properties of concrete, including physical (setting time, standard consistency, workability), mechanical (compressive and tensile strength), microstructural (XRD, and EDX), and radiation shielding characteristics. The results indicated that RHB marginally increased cement setting time, with a maximum 7.14% increase observed at a 25% replacement level. However, it significantly increased water demand for standard consistency, reaching 35.7% at 25% replacement. The increased water demand correlated with a reduction in workability, with a maximum slump reduction rate of 57.3% at a 25% replacement level. The optimal replacement levels for mechanical strength enhancement were at 10% for compressive strength and 15% for tensile strength, achieving improvements of 13.74% and 9.48%, respectively. Additionally, Monte Carlo simulation code and PhyX software were employed for assessing gamma and fast neutron radiation attenuation characteristics of concrete. Gamma-ray attenuation tests revealed moderate improvements in the concrete's gamma-ray shielding capacity. Interestingly, the 15% RHB sample demonstrated a higher linear attenuation compared to the other samples, a result of its increased density. On the contrary, the 25RHB sample is less valuable. The 15RHB sample had the highest value for FCS (0.090 cm

Indexed as

Linear attenuation coefficientMechanical propertiesMicrostructureRadiation shieldingRice husk biochar

Identifiers

PMID40715340
PMCPMC12297212

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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.