Prediction of Geopolymer Concrete Compressive Strength Using Convolutional Neural Networks

被引:1
|
作者
Ramujee, Kolli [1 ]
Sadula, Pooja [1 ]
Madhu, Golla [2 ]
Kautish, Sandeep [3 ,4 ]
Almazyad, Abdulaziz S. [5 ]
Xiong, Guojiang [6 ]
Mohamed, Ali Wagdy [7 ,8 ]
机构
[1] VNR Vignana Jyothi Inst Engn & Technol, Dept Civil Engn, Hyderabad 500090, Telangana, India
[2] VNR Vignana Jyothi Inst Engn & Technol, Dept Informat Technol, Hyderabad 500090, Telangana, India
[3] Dept Comp Sci, LBEF Campus, Kathmandu 44600, Nepal
[4] Asia Pacific Univ Technol & Innovat, Kuala Lumpur, Malaysia
[5] King Saud Univ, Coll Comp & Informat Sci, Dept Comp Engn, POB 51178, Riyadh 11543, Saudi Arabia
[6] Guizhou Univ, Coll Elect Engn, Guizhou Key Lab Intelligent Technol Power Syst, Guiyang 550025, Peoples R China
[7] Cairo Univ, Fac Grad Studies Stat Res, Operat Res Dept, Giza 12613, Egypt
[8] Appl Sci Private Univ, Appl Sci Res Ctr, Amman, Jordan
来源
关键词
Class F fly ash; compressive strength; geopolymer concrete; prediction; deep learning; convolutional neural network;
D O I
10.32604/cmes.2023.043384
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Geopolymer concrete emerges as a promising avenue for sustainable development and offers an effective solution to environmental problems. Its attributes as a non-toxic, low-carbon, and economical substitute for conventional cement concrete, coupled with its elevated compressive strength and reduced shrinkage properties, position it as a pivotal material for diverse applications spanning from architectural structures to transportation infrastructure. In this context, this study sets out the task of using machine learning (ML) algorithms to increase the accuracy and interpretability of predicting the compressive strength of geopolymer concrete in the civil engineering field. To achieve this goal, a new approach using convolutional neural networks (CNNs) has been adopted. This study focuses on creating a comprehensive dataset consisting of compositional and strength parameters of 162 geopolymer concrete mixes, all containing Class F fly ash. The selection of optimal input parameters is guided by two distinct criteria. The first criterion leverages insights garnered from previous research on the influence of individual features on compressive strength. The second criterion scrutinizes the impact of these features within the model's predictive framework. Key to enhancing the CNN model's performance is the meticulous determination of the optimal hyperparameters. Through a systematic trial-and-error process, the study ascertains the ideal number of epochs for data division and the optimal value of k for k-fold cross-validation-a technique vital to the model's robustness. The model's predictive prowess is rigorously assessed via a suite of performance metrics and comprehensive score analyses. Furthermore, the model's adaptability is gauged by integrating a secondary dataset into its predictive framework, facilitating a comparative evaluation against conventional prediction methods. To unravel the intricacies of the CNN model's learning trajectory, a loss plot is deployed to elucidate its learning rate. The study culminates in compelling findings that underscore the CNN model's accurate prediction of geopolymer concrete compressive strength. To maximize the dataset's potential, the application of bivariate plots unveils nuanced trends and interactions among variables, fortifying the consistency with earlier research. Evidenced by promising prediction accuracy, the study's outcomes hold significant promise in guiding the development of innovative geopolymer concrete formulations, thereby reinforcing its role as an eco-conscious and robust construction material. The findings prove that the CNN model accurately estimated geopolymer concrete's compressive strength. The results show that the prediction accuracy is promising and can be used for the development of new geopolymer concrete mixes. The outcomes not only underscore the significance of leveraging technology for sustainable construction practices but also pave the way for innovation and efficiency in the field of civil engineering.
引用
收藏
页码:1455 / 1486
页数:32
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