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Deformation Monitoring and Prediction Technique of Existing Subway Tunnel: A Case Study of Guangzhou Subway in China

  • Qiu, Dongwei (Beijing University of Civil Engineering and Architecture) ;
  • Huang, He (Beijing University of Civil Engineering and Architecture) ;
  • Song, Dong-Seob (Department of Ocean Construction Engineering, Kangwon National University)
  • 투고 : 2012.11.06
  • 심사 : 2012.12.18
  • 발행 : 2012.12.31

초록

During the construction of crossing engineering one of the important measures to ensure the safety of subway operation is the implementation of deformation surveying to the existing subway tunnel. Guangzhou new subway line 2 engineering which crosses the existing tunnel is taken as the background. How to achieve intelligent and automatic deformation surveying forecast during the subway tunnel construction process is studied. Because large amount of surveying data exists in the subway construction, deformation analysis is difficult and prediction has low accuracy, a subway intelligent deformation prediction model based on the PBIL and support vector machine is proposed. The PBIL algorithm is used to optimize the exact key parameters combination of support vector machine though probability analysis and thereby the predictive ability of the model deformation is greatly improved. Through applications on the Guangzhou subway across deformation surveying deformation engineering the prediction method's predictive ability has high accuracy and the method has high practicality. It can support effective solution to the implementation of the comprehensive and accurate surveying and early warning under subway operation conditions with the environmental interference and complex deformation.

키워드

참고문헌

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피인용 문헌

  1. Research on the construction risk control technology of shield tunnel underneath an operational railway in sand pebble formation: a case study pp.2116-7214, 2020, https://doi.org/10.1080/19648189.2018.1475305