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Volume 36 Issue 1
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WANG Zheng-xing, MIAO Lin-chang, WANG Ran-ran, WANG Fei, WANG Xiao-long. Physical model tests and PFC3D modeling of soil-pipe interaction in sands during tunnelling[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 182-188. DOI: 10.11779/CJGE201401019
Citation: WANG Zheng-xing, MIAO Lin-chang, WANG Ran-ran, WANG Fei, WANG Xiao-long. Physical model tests and PFC3D modeling of soil-pipe interaction in sands during tunnelling[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 182-188. DOI: 10.11779/CJGE201401019
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Physical model tests and PFC3D modeling of soil-pipe interaction in sands during tunnelling

  • 1. Southeast University, Nanjing 210096, China; 2. Jiangsu Electric Power Design Institute, Nanjing 210014, China

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  • Received Date: June 24, 2013
  • Published Date: January 20, 2014
    Graphical Abstract
    • Abstract
  • A series of 1g physical model tests are carried out to investigate the tunnelling effects on existing pipelines. A tunnel is excavated directly underneath the existing pipeline. The tunneling-induced pipeline deformation mechanism and the stress field around the pipeline are studied. In addition, three-dimensional discrete element back-analyses (PFC3D) are conducted to improve the understanding of soil-pipe interaction problem. Based on the measured and computed results, change of the tunneling-induced stress, displacement, shear strain and bending moment in the existing pipeline are analyzed. The findings in this study can give theoretical basis for the reinforcement design of pipelines.
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    • References (21)
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