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Author:

Lin, S. (Lin, S..) | Dong, M. (Dong, M..) | Cao, X. (Cao, X..) | Liang, Z. (Liang, Z..) | Guo, H. (Guo, H..) | Zheng, H. (Zheng, H..)

Indexed by:

EI Scopus SCIE

Abstract:

In this work, we proposed a deeply-integrated explainable pre-trained deep learning framework with stacked denoising autoencoders in the assessment of slope stability. The deep learning model consists of a deep neural network as a trunk net for prediction and autoencoders as branch nets for denoising. A comprehensive review of machine learning algorithms in slope stability evaluation is first given in the introduction section. A series of 530 data is then collected from real slope records, which are visualized and investigated in feature engineering and further preprocessed for model training. To ensure reliable and trustworthy model interpretability, a unified model from both local and global perspectives is integrated into the deep learning model, which incorporated the ad hoc back-propagation based Deep SHAP, perturbation based Kernel SHAP and PDPs, and distillation based LIME and Anchors. For a fair evaluation, repeated stratified 10-fold cross-validation is adopted in model evaluation. The obtained results manifest that the constructed model outperforms commonly used machine learning methods in terms of accuracy and stability on the real-world slope data. The explainable model provides a reasonable explanation and validates the capability of the proposed model, and reflects the causes and dependencies of model predictions for a given sample. © 2024 Elsevier Ltd

Keyword:

Anchors Stacked autoencoder Explainable machine learning Deep learning Slope stability SHAP Geotechnical engineering DeepLIFT

Author Community:

  • [ 1 ] [Lin S.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Dong M.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Cao X.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Liang Z.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Guo H.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Guo H.]Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University (PolyU), Hung Hom, Hong Kong, Kowloon, China
  • [ 7 ] [Zheng H.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Engineering Analysis with Boundary Elements

ISSN: 0955-7997

Year: 2024

Volume: 163

Page: 406-425

3 . 3 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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