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Article

Prediction of Rainfall-Induced Slope Stability Spatiotemporal Evolution Based on a Hybrid Transformer–LSTM Deep Learning Framework

1
Ningxia Communications Investment Expressway Management Company Limited, Yinchuan 750000, China
2
School of Civil Engineering and Hydraulic Engineering, Ningxia University, Yinchuan 750000, China
*
Author to whom correspondence should be addressed.
GeoHazards 2026, 7(2), 75; https://doi.org/10.3390/geohazards7020075
Submission received: 3 May 2026 / Revised: 8 June 2026 / Accepted: 11 June 2026 / Published: 13 June 2026

Abstract

Rainfall is a critical factor inducing slope instability, and accurate prediction of the factor of safety (FOS) of slopes under rainfall conditions is of paramount importance for disaster prevention and mitigation. Conventional numerical simulation methods incur high computational costs, while individual machine learning models are often insufficient to adequately capture the nonlinear spatiotemporal evolution characteristics of multiple factors under coupled multi-physics fields. To address these limitations, this paper proposes a Transformer–LSTM prediction framework. First, a fluid–structure coupling model for rainfall-affected slopes is constructed using COMSOL, and multi-factor orthogonal experiments are performed to generate multi-dimensional time-series data. Subsequently, a Transformer–LSTM fusion deep learning model is built, in which LSTM is employed to extract the temporal dynamic characteristics of rainfall infiltration, and the self-attention mechanism of the Transformer is leveraged to enhance feature extraction and global dependency modeling of key disaster-causing factors. Experimental results demonstrate that the Transformer–LSTM model significantly outperforms traditional PSO-LSTM, PSO-SVM, and standalone Transformer or LSTM models in terms of both prediction accuracy and generalization capability. Its coefficient of determination (R2) remains above 0.94, and key evaluation metrics—including mean absolute error (MAE), root mean square error (RMSE), and mean absolute percentage error (MAPE)—attain the lowest values among the compared models. Furthermore, the SHAP (SHapley Additive exPlanations) interpretability framework is introduced to quantitatively elucidate the model’s predictive decision-making and to establish a physically grounded causal mapping with geotechnical mechanisms. It is confirmed that effective cohesion and slope angle exert a dominant interactive effect on the degradation of slope stability, providing data-driven support for wide-area monitoring of rainfall-induced landslides.
Keywords: rainfall-induced slope; slope stability; machine learning; SHAP rainfall-induced slope; slope stability; machine learning; SHAP

Share and Cite

MDPI and ACS Style

Zhang, X.; Wang, F.; Yang, H.; Liu, S. Prediction of Rainfall-Induced Slope Stability Spatiotemporal Evolution Based on a Hybrid Transformer–LSTM Deep Learning Framework. GeoHazards 2026, 7, 75. https://doi.org/10.3390/geohazards7020075

AMA Style

Zhang X, Wang F, Yang H, Liu S. Prediction of Rainfall-Induced Slope Stability Spatiotemporal Evolution Based on a Hybrid Transformer–LSTM Deep Learning Framework. GeoHazards. 2026; 7(2):75. https://doi.org/10.3390/geohazards7020075

Chicago/Turabian Style

Zhang, Xin, Fang Wang, Hao Yang, and Shixiao Liu. 2026. "Prediction of Rainfall-Induced Slope Stability Spatiotemporal Evolution Based on a Hybrid Transformer–LSTM Deep Learning Framework" GeoHazards 7, no. 2: 75. https://doi.org/10.3390/geohazards7020075

APA Style

Zhang, X., Wang, F., Yang, H., & Liu, S. (2026). Prediction of Rainfall-Induced Slope Stability Spatiotemporal Evolution Based on a Hybrid Transformer–LSTM Deep Learning Framework. GeoHazards, 7(2), 75. https://doi.org/10.3390/geohazards7020075

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