WENGUI HUANG

Teesside University

United Kingdom

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Articles (17)

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2026

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2025

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2025

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2025

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2023

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2023

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2023

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2023

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2022

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2022

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2022

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2021

Collaborators (2)

Fleur Loveridge

Professor

University of Leeds

UNITED KINGDOM

View details

Kevin Briggs

LECTURER

University of Bath

UNITED KINGDOM

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WENGUI HUANG

Research Interests

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Articles (17)

Opposing effects of the vertical seismic coefficient on cohesive and frictional contributions to seismic slope stability

Boundary Effect Correction of the Infinite Slope Model for Saturated and Unsaturated Soils

Effect of Excess Pore Pressure on Earthquake‐Induced Displacement of Partially Saturated Sandy Soil Slopes: Flexible Sliding Block Analysis

Aspect ratio on three-dimensional stability analysis of slurry-supported trenches in non-uniform and anisotropic clay

Experimental and numerical approaches for assessing the stability analyses of shallow residual soil slopes

Towards Automated Lithology Classification in NATM Tunnel: A Data-Driven Solution for Multi-dimensional Imbalanced Data

Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”

A method for assessing non-uniformity of thermally induced stresses in the cross-section of energy piles

Forecast climate change impact on porewater pressure regimes for the design and assessment of clay earthworks

Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis

Discussion of “A Simple Method for Predicting Rainfall-Induced Shallow Landslides”

DEM Analysis of Dynamic Evolutions of Lateral Soil Arching in Sandy Soil

Upper bound seismic limit analysis of shallow landslides with a new kinematically admissible failure mechanism

Closed-form solutions for regional earthquake–induced landslide prediction: rotational failure mechanism

Translational upper bound limit analysis of shallow landslides accounting for pore pressure effects

Limit state line-based seismic stability charts for homogeneous earth slopes

Efficient analytical approach for stability analysis of infrastructure slopes

Collaborators (2)

Fleur Loveridge

Kevin Briggs

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