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大直径盾构隧道下穿既有车站诱发车站结构变形分析

Keywords: 大直径盾构隧道,变形缝,数值模拟,FLAC3D

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Abstract:

采用三维有限差分程序模拟城市大直径盾构隧道施工,基于此分析了上部地铁车站的结构变形并考虑了车站变形缝的影响.计算选用了地层-结构模型,土体则采用弹塑性模型模拟,应用link单元模拟变形缝,并对link单元的本构关系及参数进行了详细的定义.重点进行了结构间相互作用分析及变形缝的模拟.结果表明:考虑变形缝,结构变形更加灵活,充分;差异变形发生在地层刚度变化大的部位;变形结果为结构安全评估提供了可靠的依据.

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