Technical Notes
Feb 9, 2022

Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 4

Abstract

Apart from spatial variability of soil properties, a geotechnical system can have many other sources of uncertainties. To efficiently analyze such a system in a probabilistic manner, many strategies have been proposed in the literature. This paper presents a deep learning technique for an efficient geotechnical reliability analysis with multiple uncertainties. The proposed method involves using convolutional neural networks (CNNs) as metamodels of the physics-based simulation model of a geotechnical system. In the present study, the spatially variable soil properties and the external loads are simultaneously considered in the analysis of a geotechnical system. The proposed neural network method configures these uncertainties to form a multi-channel “image.” CNNs can then simultaneously learn high-level features that contain information about the multiple uncertainties. With an appropriate architecture and adequate training, the trained CNNs can replace the computationally demanding physics-based simulation model for Monte Carlo simulations. Application of the neural network method is illustrated using a synthetic geotechnical example. The results reveal that the proposed neural network method effectively handles multiple uncertainties and efficiently predicts a failure probability value that is in good agreement with the benchmark result obtained using direct Monte Carlo simulations.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the National University of Singapore and was conducted at the Centre for Protective Technology.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 4April 2022

History

Received: Jan 29, 2021
Accepted: Dec 20, 2021
Published online: Feb 9, 2022
Published in print: Apr 1, 2022
Discussion open until: Jul 9, 2022

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Authors

Affiliations

Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Block E1A, #07-03, No. 1 Engineering Dr. 2, Singapore 117576. ORCID: https://orcid.org/0000-0002-9907-0193. Email: [email protected]

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Cited by

  • Deep Learning–Based Prediction of Tunnel Face Stability in Layered Soils Using Images of Random Fields, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-12109, 150, 8, (2024).
  • Reliability Assessment of Pile-Founded T-Walls Using Kriging Method, Geo-Risk 2023, 10.1061/9780784484999.032, (307-316), (2023).
  • Dynamic responses of an axisymmetric thermo-poroelastic half-space subjected to thermo-mechanical loads, Computers and Geotechnics, 10.1016/j.compgeo.2022.105147, 154, (105147), (2023).
  • A new active learning Kriging metamodel for structural system reliability analysis with multiple failure modes, Reliability Engineering & System Safety, 10.1016/j.ress.2022.108761, 228, (108761), (2022).
  • Prediction of wall deflection induced by braced excavation in spatially variable soils via convolutional neural network, Gondwana Research, 10.1016/j.gr.2022.06.011, (2022).

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