Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (11): 3970-3984.doi: 10.16285/j.rsm.2025.1352

• Numerical Analysis • Previous Articles     Next Articles

Inversion of generalized sub-Gaussian hydraulic conductivity field using damped physics-informed neural networks

XIA Chuan-an1, 2, 3, LIN Yang-shou1, GAO Xin-yu1, WANG Hao1, 2, 3, JIAN Wen-bin1, 2, 3, HU Bill X4   

  1. 1. Zijin School of Geology and Mining, Fuzhou University, Fuzhou, Fujian 350108, China; 2. Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fuzhou, Fujian 350002, China; 3. Key Laboratory of Geological Hazards in Fujian Province, Fuzhou, Fujian 350002, China; 4. School of Water Conservancy and Environment, University of Jinan, Jinan, Shandong 250022, China
  • Received:2025-12-15 Accepted:2026-03-15 Online:2026-11-09 Published:2026-11-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42430712, 42002247, U2005205, 42477165), Fujian Provincial Natural Science Foundation Project (2025J01529) and Fuzhou University Talent Program (XRC-25014).

Abstract: Physics-informed neural networks (PINNs) have attracted considerable attention in geotechnical engineering as an artificial intelligence approach for inverting soil and rock parameters by integrating measurement data with physical laws. However, due to the highly nonlinear mapping between parameters and the loss function, PINNs often fail in complex, high-dimensional parameter inversion problems. To enhance the generalization capability of PINNs, a damped physics-informed neural network (dPINN) is developed by improving the conventional PINN, and is applied to invert the hydraulic conductivity field of geologic media—spatially following a generalized sub-Gaussian distribution—in two cases: a two-dimensional steady-state saturated groundwater flow (Case 1) and a one-dimensional transient soil infiltration (Case 2). The results show that: (i) the dPINN can effectively invert the conductivity field in both cases, reducing the relative L₂-norm error (Y) in Case 1 by 29% compared with the conventional PINN; (ii) as the non-Gaussianity of the conductivity field decreases, Y in Case 1 decreases from 0.88 to 0.71; and (iii) the sensitivity of inversion accuracy to the weights of different physical constraints ranks as governing equation > Dirichlet boundary > Neumann boundary. The proposed method and findings provide a useful reference for geotechnical numerical modeling and parameter inversion.

Key words: groundwater flow, damping physics-informed neural networks, hydraulic conductivity, parameter inversion

CLC Number: 

  • TU 452
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