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Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body

Received: 8 March 2018     Accepted: 24 April 2018     Published: 10 June 2018
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Abstract

Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation.

Published in American Journal of Civil Engineering (Volume 6, Issue 2)
DOI 10.11648/j.ajce.20180602.14
Page(s) 78-86
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), 2018. Published by Science Publishing Group

Keywords

Pile Foundation, Large-Scale Deposit Bod, Numerical Simulation Analysis, Pile-Soil Interaction

References
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Cite This Article
  • APA Style

    Ping Sun, Xi Chen. (2018). Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. American Journal of Civil Engineering, 6(2), 78-86. https://doi.org/10.11648/j.ajce.20180602.14

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    ACS Style

    Ping Sun; Xi Chen. Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. Am. J. Civ. Eng. 2018, 6(2), 78-86. doi: 10.11648/j.ajce.20180602.14

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    AMA Style

    Ping Sun, Xi Chen. Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. Am J Civ Eng. 2018;6(2):78-86. doi: 10.11648/j.ajce.20180602.14

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  • @article{10.11648/j.ajce.20180602.14,
      author = {Ping Sun and Xi Chen},
      title = {Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body},
      journal = {American Journal of Civil Engineering},
      volume = {6},
      number = {2},
      pages = {78-86},
      doi = {10.11648/j.ajce.20180602.14},
      url = {https://doi.org/10.11648/j.ajce.20180602.14},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20180602.14},
      abstract = {Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation.},
     year = {2018}
    }
    

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  • TY  - JOUR
    T1  - Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body
    AU  - Ping Sun
    AU  - Xi Chen
    Y1  - 2018/06/10
    PY  - 2018
    N1  - https://doi.org/10.11648/j.ajce.20180602.14
    DO  - 10.11648/j.ajce.20180602.14
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 78
    EP  - 86
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20180602.14
    AB  - Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation.
    VL  - 6
    IS  - 2
    ER  - 

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Author Information
  • China State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China

  • College of Water Resources and Hydro-electric Engineering, Xi’an University of Technology, Xi’an, China

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