Development of an optimized deep learning model for predicting slope stability in nano silica stabilized soils

  • 0Department of Civil Engineering, Sharda University, Greater Noida, India.

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Summary

This summary is machine-generated.

This study introduces a hybrid deep learning model (RNN-CNN-LSTM) optimized by Optuna to accurately predict the stability of Nano-silica (NS) stabilized slopes. The model achieves 99.4% accuracy, offering an efficient tool for geotechnical engineers.

Area Of Science

  • Geotechnical Engineering
  • Artificial Intelligence
  • Material Science

Background

  • Assessing infinite slope stability is crucial in geotechnical engineering.
  • Traditional methods (LEM, FEM) are computationally intensive and struggle with non-linear soil stabilization effects.
  • Nano-silica (NS) stabilization enhances soil properties and mechanical strength, necessitating advanced analysis techniques.

Purpose Of The Study

  • To develop and validate a hybrid deep learning model for predicting the stability of Nano-silica (NS) stabilized infinite slopes.
  • To optimize the model using the Optuna algorithm for enhanced predictive performance.
  • To improve model interpretability using Explainable AI (XAI) and SHAP techniques.

Main Methods

  • A hybrid deep learning model integrating Convolutional Neural Networks (CNN), Long Short-Term Memory (LSTM), and Recurrent Neural Networks (RNN) was developed.
  • The model was optimized using the Optuna algorithm.
  • Explainable AI (XAI) and SHAP techniques were applied for feature importance analysis.

Main Results

  • The optimized RNN-CNN-LSTM model achieved a 99.4% accuracy on unseen test data.
  • Stable validation trends and robust predictive performance were observed.
  • Cohesion (c), Nano-Silica Content (NS%), and Slope Angle (β) were identified as the most influential factors for slope stability.

Conclusions

  • Hybrid deep learning models, optimized and interpretable, offer a powerful and efficient tool for geotechnical engineers to assess slope stability.
  • The proposed framework reduces computational effort and improves predictive accuracy compared to conventional methods.
  • The model can be integrated into real-time early warning systems for enhanced landslide risk assessment and infrastructure resilience.