Hybrid Deep Learning Approach for Accurate Prediction of Flowability in Ultra-High-Performance Concrete

Ayat Mahmoud Al-Hinawi1,*,Email

Radwan A. Alelaimat1

Esraa Alhenawi2

Mohammad I. AlBiajawi3

Faculty of Engineering, Department of Allied Engineering, Hashemite University, Zarqa, 13133, Jordan
Faculty of Information Technology, Zarqa University, Zarqa, 13132, Jordan
Faculty of Civil Engineering Technology, Universiti Malaysia Pahang AL-Sultan Abdullah, Persiaran Tun Khalil Yaakob, Gambang, Pahang, 26300, Malaysia

Abstract

By implementing several machine learning (ML), deep learning (DL), and hybrid deep learning models, the research methodology included a systematic approach, which included data separation, exploratory data analysis (EDA), artificial neural networks (ANN), K-Nearest neighbors (kNN), convolutional neural networks (CNN), long short-term memory (LSTM), Gated recurrent units (GRU), and convolutional neural network long short-term memory/gated recurrent units hybrid models. Also, the mean absolute error (MAE), R-squared (R2), and Root Mean Square Error (RMSE) were utilized to evaluate these models. Our results demonstrate that hybrid deep learning models, specifically the CNN-GRU configuration, achieve better performance in predicting ultra-high-performance concrete (UHPC) flowability compared to individual Deep Learning models and traditional Machine Learning approaches. The CNN-GRU model exhibited the best predictive accuracy with a RMSE of 1.360066 and MAE of 1.036573. Additionally, feature selection techniques enhanced the performance of certain models, with the feature-selected random forest model showing notable improvements in accuracy, achieving an RMSE of 1.032841 and MAE of 0.767066. Infrastructure durability and building processes can be improved with higher Ultra-High-Performance Concrete flowability prediction, which improves the effectiveness of various operations of the UHPC mixture design and benefits the application.