[HTML][HTML] Interpreting random fields through the U-Net architecture for failure mechanism and deformation predictions of geosystems

ZZ Wang, J Zhang, H Huang - Geoscience Frontiers, 2024 - Elsevier
The representation of spatial variation of soil properties in the form of random fields permits
advanced probabilistic assessment of slope stability. In many studies, the safety margin of …

Unfavorable geology recognition in front of shallow tunnel face using machine learning

C Zhao, E Mahmoudi, M Luo, M Jiang, P Lin - Computers and Geotechnics, 2023 - Elsevier
Subsoil profile map** is typically based on spatially discrete borehole logs obtained from
site geotechnical investigations. During the map**, soil information between two …

Slope stability machine learning predictions on spatially variable random fields with and without factor of safety calculations

M Aminpour, R Alaie, S Khosravi, N Kardani… - Computers and …, 2023 - Elsevier
Abstract Random field Monte Carlo (MC) reliability analysis is a robust stochastic method to
determine the probability of failure. This method, however, requires a large number of …

Deep learning for efficient stochastic analysis with spatial variability

X He, F Wang, W Li, D Sheng - Acta Geotechnica, 2022 - Springer
Using machine-learning models as surrogate models is a popular technique to increase the
computational efficiency of stochastic analysis. In this technique, a smaller number of …

Quantitative analysis of subway station seismic deformation under random earthquakes and uncertain soil properties using the equivalent linearization method

W Zhang, R Sun, P Ni, M Zhao, MH El Naggar… - Soil Dynamics and …, 2025 - Elsevier
The seismic performance of underground structures is strongly influenced by the
characteristics of both the surrounding soil and the earthquake. In contrast to traditional …

[HTML][HTML] Development of mathematically motivated hybrid soft computing models for improved predictions of ultimate bearing capacity of shallow foundations

AI Lawal, S Kwon - Journal of Rock Mechanics and Geotechnical …, 2023 - Elsevier
Ultimate bearing capacity (UBC) is a key subject in geotechnical/foundation engineering as
it determines the limit of loads imposed on the foundation. The most reliable means of …

Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method

E Soranzo, C Guardiani, Y Chen, Y Wang, W Wu - Acta Geotechnica, 2023 - Springer
The strength reduction method is often used to predict the stability of soil slopes with
complex soil properties and failure mechanisms. However, it requires a considerable …

A RBFNN based active learning surrogate model for evaluating low failure probability in reliability analysis

L Cao, SG Gong, YR Tao, SY Duan - Probabilistic Engineering Mechanics, 2023 - Elsevier
This paper presents a novel active learning surrogate model for estimating low failure
probability in the reliability analysis of complex structures based on a radial basis function …

Surrogate-assisted uncertainty modeling of embankment settlement

T Wang, W Chen, T Li, DP Connolly, Q Luo… - Computers and …, 2023 - Elsevier
The structural optimization of basal reinforced piled embankments is usually conducted by
examining design alternatives while ignoring the inherent variability of soil properties and …

[HTML][HTML] A modified back analysis method for deep excavation with multi-objective optimization procedure

C Zhao, L Chen, P Ni, W **a, B Wang - Journal of Rock Mechanics and …, 2024 - Elsevier
Real-time prediction of excavation-induced displacement of retaining pile during the deep
excavation process is crucial for construction safety. This paper proposes a modified back …