¡Ú Performed 3D numerical analysis at Jookryung Tunnel Master Plan & Layout. (Jookryung Tunnel is the longest road tunnel in Korea)
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Modeling |
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[Result]
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Displacement Z-Z(Vertical)-1 |
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Displacement Z-Z(Vertical)-2 |
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Displacement X-X(Horizontal)-1 |
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Displacement X-X(Horizontal)-2 |
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Displacement Y-Y(Horizontal)-1 |
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Displacement Y-Y(Horizontal)-2 |
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Shotcrete Stress |
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Rockbolt Axial Force |
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¡Ú Performed 3D numerical analysis of tunnels at Chunra-Line Railway Layout for Overall Operation.
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Modeling |
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[Construction Stage]
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3 |
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4 |
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6 |
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[Result]
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Displacement Z-Z(Vertical)-1 |
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Displacement X-X(Horizontal)-1 |
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Displacement Z-Z(Vertical)-2 |
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Displacement X-X(Horizontal)-2 |
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Shotcrete Stress |
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Rockbolt Axial Force |
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¡Ú Performed 3D numerical analysis of tunnels at Jangseungpo~Jangmok Highway Alternative Design Competition for Overall Operation.
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Modeling |
Sequential Stage |
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[Construction Stage]
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6 |
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7 |
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9 |
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[Result-1]
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Displacement Y-Y(Vertical) |
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Displacement X-X(Horizontal) |
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Principal Stress (Max.) |
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Principal Stress (Min.) |
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Shotcrete Stress |
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Rockbolt Axial Force |
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[Result-2]
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Displacement Y-Y(Vertical) |
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Displacement X-X(Horizontal) |
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Principal Stress (Max.) |
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Principal Stress (Min.) |
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Shotcrete Stress |
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Rockbolt Axial Force |
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