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Performance Improvement Technology of Existing Railway Viaducts Using Concrete-Filled Tubular Columns
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Prediction Method of Deformation of Shield Tunnels due to Consolidation
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Design Method for Over Track Buildings with Steel Pipe Pile Groups
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Equivalent Single Degree of Freedom Method for the Soil Dynamic Analysis of the Multi-layered Ground
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Influence of the Process of the Failure of Cut and Cover Tunnels on their Structural Strength
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