Compressive strength prediction of metakaolin mortar using CATBoost enhanced with genetic algorithm and particle swarm optimization

Q2 Engineering
Poomporn Thamsatitdej, Divesh Ranjan Kumar, Warit Wipulanusat
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引用次数: 0

Abstract

Metakaolin is a widely recognized supplementary cementitious material (SCM) among researchers and practitioners due to its ability to improve concrete qualities while reducing carbon emissions. The accurate estimation of the compressive strength (CS) of metakaolin mortar and finding the complex relationship among the mixture proportions and other variables is a difficult task for such a blended mixture. Conventional experimental methods are time-intensive and cost-intensive in nature, which limits the availability of comprehensive datasets. The main aim of the present study was to explore advanced machine learning techniques, namely, the CATBoost algorithm coupled with two metaheuristic optimization algorithms, the genetic algorithm (GA) and particle swarm optimization (PSO), for the prediction of CS of metakaolin mortar mix. For the construction of ML models, a dataset comprising 424 experimental records was collected from published literature, which included parameters such as cement grade, curing age, water-to-binder ratio, sand gradation, and plasticizer dosage. The performance of the base CATBoost model and its optimized variants (CATBoost-GA and CATBoost-PSO) was assessed using several performance indicators: R², WMAPE, NSE, RMSE, MAPE, and MAE. Among all developed models, CATBoost-PSO revealed the highest predictive performance on the test set (R2 = 0.895, RMSE = 6.892 MPa, MAE = 4.421 MPa), outperforming both the CATBoost and CATBoost-GA models. The developed ML models had robust generalization capabilities in predicting the CS of MK mortar. However, the CATBoost-PSO model consistently produced the lowest prediction errors, showing its superior capacity to optimize base CATBoost model hyperparameters. The COM analysis results also demonstrate the resilience and versatility of ensemble learning methods, especially when integrated with optimization techniques. This study not only emphasizes the predictive efficacy of the base and hybrid CATBoost models for precise strength forecasting but also offers a user-friendly graphical user interface for predicting the CS of MK mortar based on the selected input variables of mix design factors.

基于遗传算法和粒子群优化的CATBoost偏高岭土砂浆抗压强度预测
偏高岭土是一种被研究人员和实践者广泛认可的补充胶凝材料(SCM),因为它能够提高混凝土质量,同时减少碳排放。准确估计偏高岭土砂浆的抗压强度,找出掺量与其他变量之间的复杂关系,是偏高岭土混合料的难点。传统的实验方法本质上是时间密集型和成本密集型的,这限制了综合数据集的可用性。本研究的主要目的是探索先进的机器学习技术,即CATBoost算法与遗传算法(GA)和粒子群优化(PSO)两种元启发式优化算法相结合,用于预测中高岭土砂浆混合料的CS。为了构建ML模型,从已发表的文献中收集了包含424条实验记录的数据集,其中包括水泥标号、养护龄期、水胶比、砂级配和增塑剂用量等参数。基本CATBoost模型及其优化变体(CATBoost- ga和CATBoost- pso)的性能使用几个性能指标进行评估:R²,WMAPE, NSE, RMSE, MAPE和MAE。在所有已开发的模型中,CATBoost- pso在测试集上的预测性能最高(R2 = 0.895, RMSE = 6.892 MPa, MAE = 4.421 MPa),优于CATBoost和CATBoost- ga模型。所建立的ML模型在预测MK迫击炮的CS方面具有较强的泛化能力。然而,CATBoost- pso模型始终产生最低的预测误差,显示出其优化CATBoost模型基本超参数的优越能力。COM分析结果还证明了集成学习方法的弹性和通用性,特别是当与优化技术集成时。本研究不仅强调了基础模型和混合CATBoost模型在精确强度预测方面的预测效果,而且还提供了一个友好的图形用户界面,用于基于混合设计因素的选择输入变量来预测MK砂浆的CS。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
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.
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