Development of an optimized deep learning model for predicting slope stability in nano silica stabilized soils
- 1Department of Civil Engineering, Sharda University, Greater Noida, India.
- 2Engineer - Tailings (Mine Specialist Team) GCC, WSP, Noida, India.
- 3Department of Research and Innovation, Saveetha School of Engineering, SIMATS, Chennai, 602105, Tamil Nadu, India.
- 4Department of Civil Engineering, Salale University, Fiche, 245, Salale, Ethiopia. mitikuadare@slu.edu.et.
- 0Department of Civil Engineering, Sharda University, Greater Noida, India.
Related Experiment Videos
Contact us if these videos are not relevant.
Contact us if these videos are not relevant.
View abstract on PubMed
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.
Related Experiment Videos
Contact us if these videos are not relevant.
Contact us if these videos are not relevant.
Related Concept Videos
01:19
Survival trees are a non-parametric method used in survival analysis to model the relationship between a set of covariates and the time until an event of interest occurs, often referred to as the "time-to-event" or "survival time." This method is particularly useful when dealing with censored data, where the event has not occurred for some individuals by the end of the study period, or when the exact time of the event is unknown.
Building a Survival Tree
Constructing a...
01:16
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...

