Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength

Concrete compressive strength (CS) is a vital parameter in structural engineering, yet traditional evaluation methods are time-consuming, destructive, and resource intensive. This study presents a data-driven, computational approach for predicting the CS of fly ash concrete (FAC) using a hybrid Arti...

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Main Authors: Manish Bali, Ved Prakash Mishra, Anuradha Yenkikar
Format: Article
Language:English
Published: Elsevier 2025-06-01
Series:MethodsX
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Online Access:http://www.sciencedirect.com/science/article/pii/S2215016125002584
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author Manish Bali
Ved Prakash Mishra
Anuradha Yenkikar
author_facet Manish Bali
Ved Prakash Mishra
Anuradha Yenkikar
author_sort Manish Bali
collection DOAJ
description Concrete compressive strength (CS) is a vital parameter in structural engineering, yet traditional evaluation methods are time-consuming, destructive, and resource intensive. This study presents a data-driven, computational approach for predicting the CS of fly ash concrete (FAC) using a hybrid Artificial Bee Colony (ABC)-optimized Random Forest (RF) model. The experimental dataset consists of concrete mix designs with varying proportions of fly ash, steel fibers, and water-to-binder ratios, tested over multiple curing ages. Among the regression models, RF algorithm demonstrating the highest predictive accuracy was further improved by tuning its hyperparameters through ABC optimization. The proposed ABC-RF model achieved an R2 of 0.95 and outperformed several state-of-the-art deep learning models. The model also identified that a 30 % fly ash replacement yields optimal compressive strength, a finding further supported by SEM analysis, which showed dense C-S-H matrix formation at this level. The study demonstrates the effectiveness of bio-inspired optimization in civil material modelling and contributes toward sustainable construction practices. The method involves: • Experimental dataset generated from 168 fly ash concrete mix designs with varied input proportions. • Five regression models trained and evaluated using RMSE, MAE, and R2. • Hyperparameters of the RF model optimized using the Artificial Bee Colony algorithm.
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institution Kabale University
issn 2215-0161
language English
publishDate 2025-06-01
publisher Elsevier
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spelling doaj-art-7532ac803523416c8675c63bfc8f8b282025-08-20T03:24:43ZengElsevierMethodsX2215-01612025-06-011410341210.1016/j.mex.2025.103412Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strengthManish Bali0Ved Prakash Mishra1Anuradha Yenkikar2School of Engineering, Amity University Dubai Campus, Dubai, 25314, UAE; Corresponding author.School of Engineering, Amity University Dubai Campus, Dubai, 25314, UAESchool of Engineering, Amity University Dubai Campus, Dubai, 25314, UAE; Department of CSE (AI), Vishwakarma Institute of Technology, Pune, 411048, Maharashtra, IndiaConcrete compressive strength (CS) is a vital parameter in structural engineering, yet traditional evaluation methods are time-consuming, destructive, and resource intensive. This study presents a data-driven, computational approach for predicting the CS of fly ash concrete (FAC) using a hybrid Artificial Bee Colony (ABC)-optimized Random Forest (RF) model. The experimental dataset consists of concrete mix designs with varying proportions of fly ash, steel fibers, and water-to-binder ratios, tested over multiple curing ages. Among the regression models, RF algorithm demonstrating the highest predictive accuracy was further improved by tuning its hyperparameters through ABC optimization. The proposed ABC-RF model achieved an R2 of 0.95 and outperformed several state-of-the-art deep learning models. The model also identified that a 30 % fly ash replacement yields optimal compressive strength, a finding further supported by SEM analysis, which showed dense C-S-H matrix formation at this level. The study demonstrates the effectiveness of bio-inspired optimization in civil material modelling and contributes toward sustainable construction practices. The method involves: • Experimental dataset generated from 168 fly ash concrete mix designs with varied input proportions. • Five regression models trained and evaluated using RMSE, MAE, and R2. • Hyperparameters of the RF model optimized using the Artificial Bee Colony algorithm.http://www.sciencedirect.com/science/article/pii/S2215016125002584Hybrid Random Forest regression model with Artificial Bee Colony (ABC) optimized hyperparameters for compressive strength prediction in fly ash concrete.
spellingShingle Manish Bali
Ved Prakash Mishra
Anuradha Yenkikar
Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
MethodsX
Hybrid Random Forest regression model with Artificial Bee Colony (ABC) optimized hyperparameters for compressive strength prediction in fly ash concrete.
title Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
title_full Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
title_fullStr Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
title_full_unstemmed Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
title_short Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
title_sort artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength
topic Hybrid Random Forest regression model with Artificial Bee Colony (ABC) optimized hyperparameters for compressive strength prediction in fly ash concrete.
url http://www.sciencedirect.com/science/article/pii/S2215016125002584
work_keys_str_mv AT manishbali artificialbeecolonyoptimizedrandomforestmodelforpredictionofflyashconcretecompressivestrength
AT vedprakashmishra artificialbeecolonyoptimizedrandomforestmodelforpredictionofflyashconcretecompressivestrength
AT anuradhayenkikar artificialbeecolonyoptimizedrandomforestmodelforpredictionofflyashconcretecompressivestrength