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Article

Prediction of the Unconfined Compressive Strength of a One-Part Geopolymer-Stabilized Soil Using Deep Learning Methods with Combined Real and Synthetic Data

1
School of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, China
2
School of Civil Engineering, Shanghai Normal University, Shanghai 201418, China
*
Author to whom correspondence should be addressed.
Buildings 2024, 14(9), 2894; https://doi.org/10.3390/buildings14092894
Submission received: 9 August 2024 / Revised: 8 September 2024 / Accepted: 11 September 2024 / Published: 13 September 2024

Abstract

This study focused on exploring the utilization of a one-part geopolymer (OPG) as a sustainable alternative binder to ordinary Portland cement (OPC) in soil stabilization, offering significant environmental advantages. The unconfined compressive strength (UCS) was the key index for evaluating the efficacy of OPG in soil stabilization, traditionally demanding substantial resources in terms of cost and time. In this research, four distinct deep learning (DL) models (Artificial Neural Network [ANN], Backpropagation Neural Network [BPNN], Convolutional Neural Network [CNN], and Long Short-Term Memory [LSTM]) were employed to predict the UCS of OPG-stabilized soft clay, providing a more efficient and precise methodology. Among these models, CNN exhibited the highest performance (MAE = 0.022, R2 = 0.9938), followed by LSTM (MAE = 0.0274, R2 = 0.9924) and BPNN (MAE = 0.0272, R2 = 0.9921). The Wasserstein Generative Adversarial Network (WGAN) was further utilized to generate additional synthetic samples for expanding the training dataset. The incorporation of the synthetic samples generated by WGAN models into the training set for the DL models led to improved performance. When the number of synthetic samples achieved 200, the WGAN-CNN model provided the most accurate results, with an R2 value of 0.9978 and MAE value of 0.9978. Furthermore, to assess the reliability of the DL models and gain insights into the influence of input variables on the predicted outcomes, interpretable Machine Learning techniques, including a sensitivity analysis, Shapley Additive Explanation (SHAP), and 1D Partial Dependence Plot (PDP) were employed for analyzing and interpreting the CNN and WGAN-CNN models. This research illuminates new aspects of the application of DL models with training on real and synthetic data in evaluating the strength properties of the OPG-stabilized soil, contributing to saving time and cost.
Keywords: unconfined compressive strength; one-part geopolymer; deep learning method; Generative Adversarial Networks; interpretable machine learning method unconfined compressive strength; one-part geopolymer; deep learning method; Generative Adversarial Networks; interpretable machine learning method

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MDPI and ACS Style

Chen, Q.; Hu, G.; Wu, J. Prediction of the Unconfined Compressive Strength of a One-Part Geopolymer-Stabilized Soil Using Deep Learning Methods with Combined Real and Synthetic Data. Buildings 2024, 14, 2894. https://doi.org/10.3390/buildings14092894

AMA Style

Chen Q, Hu G, Wu J. Prediction of the Unconfined Compressive Strength of a One-Part Geopolymer-Stabilized Soil Using Deep Learning Methods with Combined Real and Synthetic Data. Buildings. 2024; 14(9):2894. https://doi.org/10.3390/buildings14092894

Chicago/Turabian Style

Chen, Qinyi, Guo Hu, and Jun Wu. 2024. "Prediction of the Unconfined Compressive Strength of a One-Part Geopolymer-Stabilized Soil Using Deep Learning Methods with Combined Real and Synthetic Data" Buildings 14, no. 9: 2894. https://doi.org/10.3390/buildings14092894

APA Style

Chen, Q., Hu, G., & Wu, J. (2024). Prediction of the Unconfined Compressive Strength of a One-Part Geopolymer-Stabilized Soil Using Deep Learning Methods with Combined Real and Synthetic Data. Buildings, 14(9), 2894. https://doi.org/10.3390/buildings14092894

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