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Stability analysis of layered circular rock tunnels considering anchor reinforcement based on an enhanced mesh-free method - MaRDI portal

Stability analysis of layered circular rock tunnels considering anchor reinforcement based on an enhanced mesh-free method (Q6583912)

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scientific article; zbMATH DE number 7892973
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English
Stability analysis of layered circular rock tunnels considering anchor reinforcement based on an enhanced mesh-free method
scientific article; zbMATH DE number 7892973

    Statements

    Stability analysis of layered circular rock tunnels considering anchor reinforcement based on an enhanced mesh-free method (English)
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    6 August 2024
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    mesh-free method
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    anchor reinforcement
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    layered rock tunnel
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    total bridge broken strategy
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    PDS method
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    crack propagation
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