Numerical Investigation on the Mechanism of Suffusion Evolution in a Tunnel Filling Medium Using the Four‐Field Strong Coupling Model

ABSTRACT Understanding the suffusion mechanism of a filling medium under multifield coupling is critical for analyzing and preventing water‐mud‐inrush disasters in tunnels. This study simplifies the representative elementary volume of the filling medium into two phases and four components by establishing a four‐field strong coupling model that includes pressure, concentration, porosity, and displacement fields. Considering spatial mapping, the suffusion process of the Longtan Tunnel in China was solved using weak form modeling. Based on the proposed suffusion model, the temporal and spatial correlation between suffusion and porosity was reinterpreted, and the temporal and spatial evolution laws of each field parameter during suffusion were analyzed. The danger level and the critical disaster time were determined. The results indicate that structural deformation is significant when investigating water‐mud‐inrush disaster mechanisms in filling media. The part with the strongest fluid‐structure interaction exhibited the most severe suffusion, showing a mutual causal relationship between the suffusion and the mechanical behavior of the filling medium.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-10-29
DOI
https://doi.org/10.1002/nag.70099
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Numerical Investigation on the Mechanism of Suffusion Evolution in a Tunnel Filling Medium Using the Four‐Field Strong Coupling Model

Zengguang Xu, Gang Liang, Cheng Cao, Haijiang Wei
International Journal for Numerical and Analytical Methods in Geomechanics
Rock Mechanics and Modeling
article

Numerical Investigation on the Mechanism of Suffusion Evolution in a Tunnel Filling Medium Using the Four‐Field Strong Coupling Model

Zengguang Xu, Gang Liang, Cheng Cao, Haijiang Wei
article en

Abstract

ABSTRACT Understanding the suffusion mechanism of a filling medium under multifield coupling is critical for analyzing and preventing water‐mud‐inrush disasters in tunnels. This study simplifies the representative elementary volume of the filling medium into two phases and four components by establishing a four‐field strong coupling model that includes pressure, concentration, porosity, and displacement fields. Considering spatial mapping, the suffusion process of the Longtan Tunnel in China was solved using weak form modeling. Based on the proposed suffusion model, the temporal and spatial correlation between suffusion and porosity was reinterpreted, and the temporal and spatial evolution laws of each field parameter during suffusion were analyzed. The danger level and the critical disaster time were determined. The results indicate that structural deformation is significant when investigating water‐mud‐inrush disaster mechanisms in filling media. The part with the strongest fluid‐structure interaction exhibited the most severe suffusion, showing a mutual causal relationship between the suffusion and the mechanical behavior of the filling medium.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 50(1)
Jingdezhen University (CN), Xi'an University of Technology (CN), China Power Engineering Consulting Group (China) (CN)
Openalex Percentile: Top 63%
Rock Mechanics and Modeling
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