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TANG Yufeng,HE Liqiu,CAO Rui. Research on landslide deformation rate prediction method based on dynamic serial PSO-BiLSTM[J]. The Chinese Journal of Geological Hazard and Control,2025,36(3): 1-8. DOI: 10.16031/j.cnki.issn.1003-8035.202311014
Citation: TANG Yufeng,HE Liqiu,CAO Rui. Research on landslide deformation rate prediction method based on dynamic serial PSO-BiLSTM[J]. The Chinese Journal of Geological Hazard and Control,2025,36(3): 1-8. DOI: 10.16031/j.cnki.issn.1003-8035.202311014

Research on landslide deformation rate prediction method based on dynamic serial PSO-BiLSTM

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  • Received Date: November 14, 2023
  • Revised Date: January 15, 2024
  • Accepted Date: March 10, 2025
  • Available Online: March 18, 2025
  • This paper proposed a method for predicting landslide deformation rates using a dynamic serial PSO-BiLSTM approach, aiming to overcome the limitation such as insufficient accuracy and low computational efficiency found in existing methods. Initially, the deformation rate of landslides is captured through a dynamic sliding window technique, and the resulting sequence is decomposed using ensemble empirical mode decomposition (EEMD) to extract trend and periodic components. Subsequently, the deformation rate prediction sequences of trend and periodic components were obtained through polynomial fitting and a periodic component of PSO-BiLSTM network, respectively. After several cycles that produce residual deformation rate sequences, these are integrated with the initial prediction sequences to establish a comprehensive PSO-BiLSTM prediction network that yields the total predicted deformation rate. The method was validated with a landslide monitoring case in Sichuan Province, achieving a MAE of 0.28, a MAPE of 5.41%, an RMSE of 0.57, and an R2 of 0.98, with a computation time of 380.22 seconds, thus ensuring high accuracy and computational efficiency.

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