Machine learning based models for predicting compressive strength of geopolymer concrete

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL
Quang-Huy Le, Duy-Hung Nguyen, Thanh Sang-To, Samir Khatir, Hoang Le-Minh, Amir H. Gandomi, Thanh Cuong-Le
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Abstract

Recently, great attention has been paid to geopolymer concrete due to its advantageous mechanical and environmentally friendly properties. Much effort has been made in experimental studies to advance the understanding of geopolymer concrete, in which compressive strength is one of the most important properties. To facilitate engineering work on the material, an efficient predicting model is needed. In this study, three machine learning (ML)-based models, namely deep neural network (DNN), K-nearest neighbors (KNN), and support vector machines (SVM), are developed for forecasting the compressive strength of the geopolymer concrete. A total of 375 experimental samples are collected from the literature to build a database for the development of the predicting models. A careful procedure for data preprocessing is implemented, by which outliers are examined and removed from the database and input variables are standardized before feeding to the fitting process. The standard K-fold cross-validation approach is applied for evaluating the performance of the models so that overfitting status is well managed, thus the generalizability of the models is ensured. The effectiveness of the models is assessed via statistical metrics including root mean squared error (RMSE), mean absolute error (MAE), correlation coefficient (R), and the recently proposed performance index (PI). The basic mean square error (MSE) is used as the loss function to be minimized during the model fitting process. The three ML-based models are successfully developed for estimating the compressive strength, for which good correlations between the predicted and the true values are obtained for DNN, KNN, and SVM. The numerical results suggest that the DNN model generally outperforms the other two models.

基于机器学习的土工聚合物混凝土抗压强度预测模型
近来,土工聚合物混凝土因其优越的力学和环境友好特性而备受关注。为了加深对土工聚合物混凝土的了解,人们在实验研究方面做了大量努力,其中抗压强度是最重要的性能之一。为了促进有关该材料的工程工作,需要一个高效的预测模型。本研究开发了三种基于机器学习(ML)的模型,即深度神经网络(DNN)、K-近邻(KNN)和支持向量机(SVM),用于预测土工聚合物混凝土的抗压强度。从文献中总共收集了 375 个实验样本,为开发预测模型建立了一个数据库。数据预处理程序非常谨慎,在输入拟合过程之前,会对数据库中的异常值进行检查和剔除,并对输入变量进行标准化处理。采用标准的 K 倍交叉验证方法来评估模型的性能,以便很好地控制过拟合状态,从而确保模型的通用性。模型的有效性通过统计指标进行评估,包括均方根误差(RMSE)、平均绝对误差(MAE)、相关系数(R)和最近提出的性能指数(PI)。基本均方误差 (MSE) 被用作模型拟合过程中需要最小化的损失函数。成功开发了三种基于 ML 的模型来估算抗压强度,其中 DNN、KNN 和 SVM 的预测值与真实值之间具有良好的相关性。数值结果表明,DNN 模型总体上优于其他两个模型。
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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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