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软土地铁隧道沉降治理效果评估
引用本文:顾歆甜.软土地铁隧道沉降治理效果评估[J].都市快轨交通,2018(6):129--134.
作者姓名:顾歆甜
作者单位:南京地铁运营有限责任公司,南京 210012
基金项目:江苏省自然科学基金项目(BK2012085
摘    要:基于某地铁隧道沉降治理过程中的实测数据,研究沉降治理效果评估方法。首先利用3次样条曲线插值法对隧道沉降监测点数据拟合,计算出累计沉降的曲率半径;然后以等效轴向刚度模型为基础,推导出盾构管片接头环缝张开量和纵向连接螺栓受力情况。通过理论计算对治理后隧道结构健康状态作出评估,全面分析隧道沉降治理效果,为后期运营维护提供依据。

关 键 词:地铁隧道  不均匀沉降  3次样条曲线插值  弯曲变形  结构治理
修稿时间:2018/12/24 0:00:00

Evaluation on Correction Effects of Subway Tunnel Settlement in Soft Ground
GU Xintian.Evaluation on Correction Effects of Subway Tunnel Settlement in Soft Ground[J].Urban Rapid Rail Transit,2018(6):129--134.
Authors:GU Xintian
Institution:Nanjing Metro Operation Co., Ltd., Nanjing 210012
Abstract:This study is based on the deformation monitoring data of a tunnel settlement project. The fitting of the deformation curve is performed using the cubic spline interpolation method, and the openings of the segment joints and the constraints on connection bolts are analyzed based on an equivalent axial stiffness model. The results demonstrate the safety status of a post-correction tunnel structure and clarify the correction effects of the tunnel settlements. These results could provide reference for the operation and maintenance of the tunnel structure in the future.
Keywords:subway tunnel  differential settlement  cubic spline interpolation  bending deformation  compaction groutin
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