测绘通报 ›› 2023, Vol. 0 ›› Issue (9): 150-154.doi: 10.13474/j.cnki.11-2246.2023.0281

• 技术交流 • 上一篇    下一篇

顾及灵敏性利用变形速率判识高铁沉降异常数据

梁策1,2, 黄元库3, 刘俊飞4, 王万齐1, 朱军2   

  1. 1. 中国铁道科学研究院集团有限公司电子计算技术研究所, 北京 100081;
    2. 西南交通大学地球科学与环境工程学院, 四川 成都 611756;
    3. 陕西交控工程技术有限公司, 陕西 西安 710117;
    4. 中国国家铁路集团有限公司科技和信息化部, 北京 100844
  • 收稿日期:2023-06-21 发布日期:2023-10-08
  • 作者简介:梁策(1980—),男,博士生,副研究员,主要从事铁路工程数字孪生研究工作。E-mail:qinchii@126.com
  • 基金资助:
    国家自然科学基金(U2034202);中国铁道科学研究院集团有限公司课题(2021YJ138)

A method for identifying abnormal settlement data of high-speed railways using deformation rate considering sensitivity

LIANG Ce1,2, HUANG Yuanku3, LIU Junfei4, WANG Wanqi1, ZHU Jun2   

  1. 1. Institute of Electronic Computing Technology of China Academy of Railway Sciences Group Co., Ltd., Beijing 100081, China;
    2. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China;
    3. Shanxi Transportation Holding Group Engineering Technology Co., Ltd., Xi'an 710117, China;
    4. Ministry of Science and Technology and Information Technology of China National Railway Group Co., Ltd., Beijing 100844, China
  • Received:2023-06-21 Published:2023-10-08

摘要: 面向在建高速铁路沉降观测的海量数据,为了快速、批量、自动甄别不能反映真实沉降状态的异常数据,基于沉降观测历史大数据与数理统计方法,本文制定了路基、桥涵、隧道各主要工况的沉降异常数据判识参考阈值;经剔除无效观测数据后,采用灵敏性优先与计算结果辅助校验稳定性的策略,将平均变形速率的波动情况与参考阈值作对比,实现自动判识沉降异常数据。应用这些方法,设计研发了铁路沉降变形观测信息系统,并在西康、西延高速铁路项目中推广应用,经验算,在单次变形速率与平均变形速率之间,通过设置灵敏性调整系数,可以抑制该方法的误判率,提升稳定性,在项目中能快速甄别出沉降异常数据及所处里程位置。

关键词: 高速铁路, 判识方法, 模型试验, 沉降观测, 异常数据, 灵敏性

Abstract: For the massive data of settlement observation of high-speed railway under construction, in order to quickly, batch and automatically identify abnormal data that can not reflect the real settlement state, based on the historical big data of settlement observation and mathematical statistics methods, the reference threshold for identifying abnormal settlement data of subgrade, bridge and culvert, and tunnel under each main working condition is formulated. After removing invalid observation data, a strategy of prioritizing sensitivity and assisting in verifying stability with calculation results is adopted to compare the fluctuation of average deformation rate with the reference threshold, achieving automatic identification of abnormal settlement data. Using these methods, the railway settlement deformation observation information system is designed and developed and popularized in the Xi'an-Ankang and Xi'an-Yan'an high-speed railway projects. Empirical calculation shows that between the single deformation rate and the average deformation rate, the method's misjudgment rate can be suppressed and the stability can be improved by setting sensitivity adjustment coefficient. In the project, it is possible to quickly identify abnormal settlement data and the location of the mileage.

Key words: high-speed railway, identification method, model test, settlement observation, abnormal data, sensitivity

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