{"title":"Time-resolved prediction and optimization of sustainable concrete strength using machine learning and genetic algorithm","authors":"Sahil Sharma, Anmol Manhas, Abhishek Sharma, Kanwarpreet Singh","doi":"10.1007/s42107-025-01415-7","DOIUrl":null,"url":null,"abstract":"<div><p>Eco-friendly concrete is a sustainable construction material designed to reduce environmental impact by incorporating recycled materials and minimizing carbon emissions. However, traditional empirical methods often fail to accurately predict its performance due to the complex interactions among novel additives such as glass fiber and marble dust. This study presents an integrated experimental and machine learning framework to predict and optimise concrete’s compressive, flexural, and split tensile strengths over 7, 14, 28, and 56-day curing periods. Advanced models, Artificial Neural Networks (ANN), Support Vector Regression (SVR), Random Forests (RF), Extreme Gradient Boosting (XGBoost) and hybrid CNN-LSTM (Convolution Neural Networks and Long Short Term Memory) were evaluated. Among these, the hybrid CNN-LST demonstrated superior performance, achieving R<sup>2</sup> values of 0.999, 0.999, and 0.999 for compressive, flexural, and split tensile strengths, respectively, with a minimum RMSE of 0.0095 for compressive strength prediction. Feature importance analysis revealed curing time as the most influential variable, while the sensitivity analysis suggested optimal strength to be maximum at approximately 8–10 kg of marble dust and 15–21 kg of glass fiber. A multi-objective Genetic Algorithm (GA) and NSGA—II (Non -dominated sorting algorithm) were used to optimize the mix design, yielding predicted 56-day strengths of 37.24 MPa (compressive), 4.27 MPa (flexural), and 3.42 MPa (split tensile). Monte Carlo simulations were used to assess the uncertainty and enhance robustness. The proposed framework significantly reduces the experimental workload while offering a cost-effective, scalable strategy for developing sustainable high-performance concrete using industrial waste.</p></div>","PeriodicalId":8513,"journal":{"name":"Asian Journal of Civil Engineering","volume":"26 10","pages":"4111 - 4132"},"PeriodicalIF":0.0000,"publicationDate":"2025-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s42107-025-01415-7","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0
Abstract
Eco-friendly concrete is a sustainable construction material designed to reduce environmental impact by incorporating recycled materials and minimizing carbon emissions. However, traditional empirical methods often fail to accurately predict its performance due to the complex interactions among novel additives such as glass fiber and marble dust. This study presents an integrated experimental and machine learning framework to predict and optimise concrete’s compressive, flexural, and split tensile strengths over 7, 14, 28, and 56-day curing periods. Advanced models, Artificial Neural Networks (ANN), Support Vector Regression (SVR), Random Forests (RF), Extreme Gradient Boosting (XGBoost) and hybrid CNN-LSTM (Convolution Neural Networks and Long Short Term Memory) were evaluated. Among these, the hybrid CNN-LST demonstrated superior performance, achieving R2 values of 0.999, 0.999, and 0.999 for compressive, flexural, and split tensile strengths, respectively, with a minimum RMSE of 0.0095 for compressive strength prediction. Feature importance analysis revealed curing time as the most influential variable, while the sensitivity analysis suggested optimal strength to be maximum at approximately 8–10 kg of marble dust and 15–21 kg of glass fiber. A multi-objective Genetic Algorithm (GA) and NSGA—II (Non -dominated sorting algorithm) were used to optimize the mix design, yielding predicted 56-day strengths of 37.24 MPa (compressive), 4.27 MPa (flexural), and 3.42 MPa (split tensile). Monte Carlo simulations were used to assess the uncertainty and enhance robustness. The proposed framework significantly reduces the experimental workload while offering a cost-effective, scalable strategy for developing sustainable high-performance concrete using industrial waste.
期刊介绍:
The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt. Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate: a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.