土工基础 ›› 2022, Vol. 36 ›› Issue (1): 61-64.

• 专题论述 • 上一篇    下一篇

地铁下穿既有桥梁桩基沉降分析研究

乔永立   

  1. (中冀建勘集团有限公司,石家庄 050200)
  • 收稿日期:2021-08-04 修回日期:2021-08-13 出版日期:2022-02-28 发布日期:2022-03-09
  • 作者简介:乔永立(1982-),男,硕士,高级工程师,研究方向为桩基工程的施工管理。

Settlement Analysis and Study of a Proposed Subway Underpass the Existing Pile Supported Bridge

QIAO Yongli   

  1. (China Hebei Construction & Geotechnical Investigation Group Ltd., Shijiazhuang 050200)
  • Received:2021-08-04 Revised:2021-08-13 Online:2022-02-28 Published:2022-03-09

摘要: 复杂的城市轨道交通网络不可避免地会带来各条线路的交叉换乘问题,地铁隧道穿越既有区间隧道和车站工程给施工带来了较大的难度和挑战。采用有限元软件建立三维模型并进行分析计算,基于现场实测数据,分析不同控制措施下,既有桥梁桩基沉降变形规律。对比实测结果,显示其与桥梁桩基沉降模拟值变形规律基本相同,验证了模型的可行性,同时提出了桥梁桩基沉降变形控制措施,为类似工程提供了借鉴。

关键词: 桥梁桩基, 有限元模拟, 沉降分析, 地铁下穿施工

Abstract: The subway transferring stations and crossing of various subway alignments are frequently encountered in the underground transportation construction as the development of urban rail transit projects. The under crossing the existing rail tunnels and underground stations for the proposed subway will induce a significant challenge for the construction. The proposed construction was simulated by the three-dimensional finite element numerical model and the site-specific subsurface conditions were considered. The settlement of the existing pile supported bridge was simulated under various construction control measure. The results indicate that numerical model predicted values were similar to the construction monitoring data.

Key words: pile supported bridge foundations, finite element simulation, settlement analysis, subway under pass

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