Stability evaluation of tunnels in steeply dipping layered rock mass using numerical models: a case study

Stability evaluation of tunnels in steeply dipping layered rock mass using numerical models: a case study

Abstract Tunnel stability is a critical factor in complex geological conditions, particularly in rock masses with steeply dipping layers. Among widely used methods, the Convergence–Confinement Method (CCM), a prevalent two-dimensional (2D) approach, effectively captures the relaxation process preced...

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Bibliographic Details
Main Authors: Eleyas Assefa, Kidusyared Tilahun, Siraj Mulugeta Assefa, Nagessa Zerihun Jilo, Lysandros Pantelidis, Costas Sachpazis
Format: Article
Language:English
Published: Nature Portfolio 2025-01-01
Series:Scientific Reports
Subjects:
Convergence–Confinement Method (CCM)
Parametric analysis
Stress relaxation factor (λ)
Steeply dipping layered
Tunnel stability
Online Access:https://doi.org/10.1038/s41598-025-85704-w
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