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Physics-informed neural networks for consolidation of soils

Sheng Zhang (School of Civil Engineering, Central South University, Changsha, China)
Peng Lan (School of Civil Engineering, Central South University, Changsha, China)
Hai-Chao Li (Transportation Science and Engineering College, Civil Aviation University of China, Tianjin, China)
Chen-Xi Tong (School of Civil Engineering, Central South University, Changsha, China)
Daichao Sheng (School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia)

Engineering Computations

ISSN: 0264-4401

Article publication date: 14 June 2022

Issue publication date: 5 July 2022

443

Abstract

Purpose

Prediction of excess pore water pressure and estimation of soil parameters are the two key interests for consolidation problems, which can be mathematically quantified by a set of partial differential equations (PDEs). Generally, there are challenges in solving these two issues using traditional numerical algorithms, while the conventional data-driven methods require massive data sets for training and exhibit negative generalization potential. This paper aims to employ the physics-informed neural networks (PINNs) for solving both the forward and inverse problems.

Design/methodology/approach

A typical consolidation problem with continuous drainage boundary conditions is firstly considered. The PINNs, analytical, and finite difference method (FDM) solutions are compared for the forward problem, and the estimation of the interface parameters involved in the problem is discussed for the inverse problem. Furthermore, the authors also explore the effects of hyperparameters and noisy data on the performance of forward and inverse problems, respectively. Finally, the PINNs method is applied to the more complex consolidation problems.

Findings

The overall results indicate the excellent performance of the PINNs method in solving consolidation problems with various drainage conditions. The PINNs can provide new ideas with a broad application prospect to solve PDEs in the field of geotechnical engineering, and also exhibit a certain degree of noise resistance for estimating the soil parameters.

Originality/value

This study presents the potential application of PINNs for the consolidation of soils. Such a machine learning algorithm helps to obtain remarkably accurate solutions and reliable parameter estimations with fewer and average-quality data, which is beneficial in engineering practice.

Keywords

Acknowledgements

This research was funded by the National Natural Science Foundation of China (No. 52008402), Natural Science Foundation of Hunan Province (No. 2021JJ40758) and the Huxiang high-level talent gathering project innovation team project (No. 2019RS1008).

Citation

Zhang, S., Lan, P., Li, H.-C., Tong, C.-X. and Sheng, D. (2022), "Physics-informed neural networks for consolidation of soils", Engineering Computations, Vol. 39 No. 7, pp. 2845-2865. https://doi.org/10.1108/EC-08-2021-0492

Publisher

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Emerald Publishing Limited

Copyright © 2022, Emerald Publishing Limited

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