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The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software

Received: 6 July 2019     Accepted: 9 October 2019     Published: 16 December 2019
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Abstract

Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 4, Issue 6)
DOI 10.11648/j.jccee.20190406.11
Page(s) 94-99
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2019. Published by Science Publishing Group

Keywords

Shield Tunneling Construction, Municipal Pipelines, Dynamic Analysis, ABAQUS Software

References
[1] Ma lin, Analysis of Impact of Shield Tunnel Excavation on Pipeline and Surface, Journal of Shi JiaZhuang Tiedao University, 28 (2), 2015. 6.
[2] Fan xiaowei, Wangtao, Finite Element Analysis on Influence of of Shield Tunnel to Underground Pipelines, Tunnel Construction, 30 (6), 2010.
[3] Jiang xinliang, Cuiyi etc, Measurement and Dynamic Simulation of Ground Deformation in Shield Tunneling Construction of Tianjin Metro, Railway Transaction, 2005, 27 (1).
[4] Zhang zhiqiang, He chuan etc, Three-dimensional Finite Element Simulation Analysis of Shield Tunneling Construction in Nanjing Metro, Railway Transaction, 2005, 27 (1).
[5] Zhang fengxiang, Zhu hehua etc. Shiel tunnel, Beijing: People's transportation press, 2004.
[6] Zhang haibo, Numerical Simulation of the environmental effects of Shield-Tunnel Construction in Subway Tunnel [D], Hehai University, 2005.
[7] Xiao wanghui etc, Numerical simulation of the influence of Shield Tunnel Construction on underground pipeline, Construction Technology, 37 (3), 2008. 7.
[8] Bi jihong, Liuwei, Jiangzhifeng etc, Analysis of the influence of tunnel excavation on Underground Pipeline, Rock and Soil Mechanics, 27 (8), 2006. 8.
[9] Sun haixia, Zhao wen etc, Monitoring and numerical simulation of subsidence of underground pipeline in Shield Tunneling, Journal of Shenyang University of Technology, 32 (4), 2010. 8.
[10] Wei gang, Wangchen, Cui chenghong, Review of model test on influence of shield tunnel construction on adjacent underground pipeline, Low Temperature Architecture Technology, 40 (9), 2018. 9.
[11] Wang wanting, huang shan, etc. Influence of Shield Tunneling Passing beneath Underground Pipeline and the Control Technology, Construction Technoloy. (6), 2018.
[12] WANG Zhongchang, GUO Xinping, WANG Chuan, TANG Jing, Influence Analysis of Subway Shield Tunnel Construction on Adjacent Pipeline, Journal of DaLian JiaoTong University, 39 (4), 2018.
[13] Ma jing, Impact Analysis of Subway Shield Tunneling under Drainage Pipelines, Track Traffic & Underground Engineering, 37 (3), 2019.
[14] Wu hao, Study on the influence of metro shield tunnel construction on Urban Underground Pipeline, Technology wind, 2018. 12.
[15] Huang Xiaokang, Wang weidong, etc. Model test study of underground pipeline affected by metro shield tunneling, Journal of He Fei University of Technoloy, 41 (6), 2018.
[16] Zhang Hongge, Study on the Influence of Shield Tunneling on Deformation of Underground Pipeline, Western Transportation Science and Technology, 2019. 4.
Cite This Article
  • APA Style

    Ren Yanrong, Chen Peipei. (2019). The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. Journal of Civil, Construction and Environmental Engineering, 4(6), 94-99. https://doi.org/10.11648/j.jccee.20190406.11

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    ACS Style

    Ren Yanrong; Chen Peipei. The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. J. Civ. Constr. Environ. Eng. 2019, 4(6), 94-99. doi: 10.11648/j.jccee.20190406.11

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    AMA Style

    Ren Yanrong, Chen Peipei. The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software. J Civ Constr Environ Eng. 2019;4(6):94-99. doi: 10.11648/j.jccee.20190406.11

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  • @article{10.11648/j.jccee.20190406.11,
      author = {Ren Yanrong and Chen Peipei},
      title = {The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {4},
      number = {6},
      pages = {94-99},
      doi = {10.11648/j.jccee.20190406.11},
      url = {https://doi.org/10.11648/j.jccee.20190406.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20190406.11},
      abstract = {Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite  numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines.  Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.},
     year = {2019}
    }
    

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  • TY  - JOUR
    T1  - The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software
    AU  - Ren Yanrong
    AU  - Chen Peipei
    Y1  - 2019/12/16
    PY  - 2019
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    DO  - 10.11648/j.jccee.20190406.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 94
    EP  - 99
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20190406.11
    AB  - Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite  numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines.  Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.
    VL  - 4
    IS  - 6
    ER  - 

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Author Information
  • Science school, Beijing University of Civil Engineering and Architecture, Beijing, China

  • Science school, Beijing University of Civil Engineering and Architecture, Beijing, China

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