Proceedings of the
8th International Symposium on Geotechnical Safety and Risk (ISGSR)
14 – 16 December 2022, Newcastle, Australia
Editors: Jinsong Huang, D.V. Griffiths, Shui-Hua Jiang, Anna Giacomini, Richard Kelly
doi:10.3850/978-981-18-5182-7_03-014-cd

Slope Reliability Analysis Based on Deep Learning of Digital Images of Conditional Random Fields Using CNN

Xin Yin1,a, Zhen Jiang1,b and Jian Ji2

1College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.

ayxin@hhu.edu.cn

bzjiang0103@gmail.com

2Geotechnical Research Institute, Hohai University, Nanjing 210098, China.

ji0003an@e.ntu.edu.sg

ABSTRACT

Considering the site investigation data and the spatial variability of soil strength, a deep learning model of conditional random field (CRF) characteristics is proposed for reliability analysis of slope stability. The random fields of soil slope are discretized by Karhunen-Loeve Expansion (KLE) method and constrained by the Cone Penetration Tests (CPTs) using the kriging interpolation method. The discretization results are converted into digital images. Then, a Convolutional Neural Network (CNN) surrogate model is established to approach the implicit relationship between the images and responses of the performance function. Based on the surrogate model, the reliability index of the slope is calculated. Finally, the effectiveness of proposed method is demonstrated by a single layer saturated clay slope under undrained condition. The result shows that the proposed method can reduce the spatial uncertainty, and significantly reduce the computational cost of slope reliability analysis.

Keywords: Spatial variability, Slope reliability analysis, Convolutional Neural Networks, Digital image, Surrogate model, Conditional random field.



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