Evidence map›Paper›PMID 41136488›Full record

ArticleScientific reports2025

Experimental and machine learning-based analysis of red mud influence on recycled aggregate concrete properties.

Imran Haider, Tariq Ali, Muhammad Zeeshan Qureshi, Nabil Ben Kahla, Abdelkader Mabrouk, George Uwadiegwu Alaneme, Ali Ajwad

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Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. An erratum has been issued. Not yet cited in PubMed.

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1 · What the graph read from it

What it found

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2 · The registry

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3 · Its place in the literature

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4 · The record

Corrections and comments

5 · Who and what money

Authors and funding

7 authors.

Imran HaiderDepartment of Civil Engineering, University of Engineering and Technology, Taxila, Pakistan.
Tariq AliDepartment of Civil Engineering, Swedish College of Engineering and Technology, Wah, 47080, Pakistan.
Muhammad Zeeshan QureshiDepartment of Civil Engineering, University of Engineering and Technology, Taxila, Pakistan. qureshizeeshan746@gmail.com.
Nabil Ben KahlaCivil Engineering Department, College of Engineering, King Khalid University, Abha, Saudi Arabia.
Abdelkader MabroukCivil Engineering Department, College of Engineering, Northern Border University, 73222, Arar, Saudi Arabia. abdjih2019@gmail.com.
George Uwadiegwu AlanemeDepartment of Civil Engineering, Kampala International University, Kampala, Uganda. alanemeg@kiu.ac.ug.ORCID http://orcid.org/0000-0003-4863-7628
Ali AjwadDepartment of Civil Engineering, University of Management and Technology, Lahore, Pakistan.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This research presents a comprehensive experimental study on the compressive strength and durability performance of environmentally sustainable concrete incorporating red mud (RM) and recycled concrete aggregate (RCA). Throughout all mix designs, the quantities of fine aggregate, silica fume, basalt fiber and water/binder ratios were kept constant, while the cement and coarse aggregate contents were systematically replaced with red mud (0-15%) and recycled concrete aggregates (0-100%) respectively. The experimental results revealed that increasing red mud content led to a consistent increase in compressive strength up to 10% replacement of cement with RM and then showed the decline, with the increment of 5.46% for 0% RA, 12.77% for 50% RA, 18.45% for 75% RA and 19.14% for 100% RA corresponding to the 10% red mud replacement for 28 days curing. Similarly, replacing NCA with RCA caused strength reductions of 22.52% for 50% RA, 38.96% for RA 75% and 57.07% for 100% at 10% replacement of cement with red mud and 28 days of curing, respectively. A similar trend is seen in acid resistance of red mud-based RAC and this reduction reaches 65.1% for 0% RM, 61.7% for 5% RM, 59.44% for 10% RM and 60.62% for 15% RM when recycled aggregates replacement reached from 0 to 100% respectively. However, acid resistance of concrete increased from 0 to 10% inclusion of red mud and then decreased at 15% replacement. In the second phase of the study, the potential of machine learning (ML) algorithms to predict the compressive strength of concrete mixes containing RM and RCA was evaluated. A total of four ensemble-based ML models including random forest (RF), KNN, AdaBoost and XGBoost were trained and tested using 251 datasets for RM and RCA mixes, respectively. Among the models, XGBoost exhibited the highest accuracy and reliability in predicting compressive strength. The study also included an analysis of the influence of individual input parameters on the model's predictive outcomes using SHAP analysis and found the curing age is the most influential parameter while RCA, SF and NCA are the following one.

Indexed as

Adaptive boosting (AdaBoost)Compressive strength (CS)Extreme gradient boosting (XGB)K-nearest neighbor (KNN)Machine learning (ML)Natural coarse aggregates (NCA)Random forest (RF)Recycled aggregates concrete (RAC)Recycled concrete aggregates (RCA)Red mud concrete (RMC)Red mud (RM)SHapley Additive exPlainations (SHAP)

Identifiers

PMID41136488
PMCPMC12552621

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LicenceCC BY-NC-ND
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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.