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[Abstract](1012)[PDF:2662KB] (1012)
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[Abstract](1432)[PDF:7082KB] (1432)
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[Abstract](1029)[PDF:3398KB] (1029)
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[Abstract](1154)[PDF:4689KB] (1154)
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[Abstract](1112)[PDF:4280KB] (1112)
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[Abstract](1140)[PDF:3703KB] (1140)
2025 No.04
[Abstract](5210)[PDF:5116KB] (5210)
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[Abstract](1398)[PDF:2163KB] (1398)
2025 No.04
[Abstract](881)[PDF:3816KB] (881)
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[Abstract](1098)[PDF:5088KB] (1098)
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[Abstract](1044)[PDF:3377KB] (1044)
2025 No.04
[Abstract](3108)[PDF:3022KB] (3108)
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[Abstract](1423)[PDF:5244KB] (1423)
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[Abstract](1043)[PDF:3788KB] (1043)
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[Abstract](1059)[PDF:5079KB] (1059)
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[Abstract](1187)[PDF:3109KB] (1187)
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[Abstract](1094)[PDF:3986KB] (1094)
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Calculation of safety thickness of underlying filling karst cave roof of bridge pile foundation
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[Abstract](2306)[PDF:2134KB] (2306)
2025 No.04
[Abstract](950)[PDF:3436KB] (950)
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Numerical analysis of bearing behavior and settlement characteristics of squeezed branch piles
2025 No.04
[Abstract](880)[PDF:2297KB] (880)