American Journal of Mechanics and Applications

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Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction

Received: 17 October 2018    Accepted:     Published: 18 October 2018
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Abstract

In the pile foundation construction of highway bridge, the impact hammer falls from a certain height, which produces a great impact when it collides with soil. In order to gain a clear idea of force characteristics of buried pipeline under impact load caused by bridge pile foundation construction, the effect of construction impacting load on buried pipeline is analyzed theoretically. Firstly, taking advantage of Boussinesq solution and Mindlin solution, the distribution of additional load on the surface of pipeline under impact load is analyzed, and the transmission and diffusion of impact force in soil are calculated by elastic half-space theory. Secondly, the mechanical models of buried pipeline under surface impacting and pile hole impacting are established respectively. Combined with Boussinesq equation, Mindlin calculation and infinite beam elastic foundation model, the calculation formula of buried pipeline under impact load is obtained. Finally, according to the formula established above, an example is given to calculate the additional bending moments and axial tension and compression stresses of buried pipeline caused by bridge pile foundation construction, so as to estimate the effect of construction impacting load on buried pipeline. The research results provide some guidance for the stress analysis of buried pipelines under such construction conditions.

DOI 10.11648/j.ajma.20180602.13
Published in American Journal of Mechanics and Applications (Volume 6, Issue 2, June 2018)
Page(s) 52-57
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), 2024. Published by Science Publishing Group

Keywords

Buried Pipeline, Impacting Load, Pile Foundation Construction, Calculation Formula

References
[1] Hang Chuanjun, Zhang Han, Zhang Jie et al., Journal of Safety Science and Technology, vol. 11, 2015, pp. 61-67.
[2] Zhang Jie, Liang Zheng, Hang Chuanjun et al., Journal of Safety Science and Technology, vol. 7, 2015, pp. 11-17.
[3] Xiong Jian, Deng Qinglu, Zhang Hongliang et al., Safety and Environmental Engineering, vol. 20, 2013, pp. 108-114.
[4] Yang Guiling, Liu Kai, Wang Ming et al., Safety and Environmental Engineering, vol. 24, 2017, pp. 155-159.
[5] Li Xinliang, Li Suzhen, Shen Yong-gang, Journal of Zhejiang University (Engineering Science Edition), vol. 48, 2014, pp. 1976-1982.
[6] Zhong Dongwang, Huang Xiong, Si Jianfeng et al., Blasting, vol. 2, 2018, pp. 19-25.
[7] Liu Xue tong, Zheng Shuang ying, Guo Dong dong et al., Pipeline Technique and Equipment, vol. 42, 2015, pp. 48-54.
[8] Yu Xiaojuan, He Shan. Soil Mechanics and Foundation Engineering[M]. Beijing: Higher Education Press, 2018.
[9] Kong Jun. Soil Mechanics and Foundation Engineering[M]. Beijing: China Electric Power Press, 2005.
[10] R. D. Mindlin, Physics, vol. 7, 1936, pp. 195-202.
[11] The American Society of Civil Engineers (ASCE). Guidelines for the design of buried steel pipe[S]. USA, 2005.
[12] Hu Zhongxiong. Soil Mechanics and Environmental Soil Mechanics [M]. Shanghai: Tongji University Press, 1997.
[13] Huang Yi, He Fangshe. A Beam, Plate, and Shell on an Elastic Foundation [M]. Beijing: Science Press, 2005.
Author Information
  • School of Urban Construction, Yangtze University, Jingzhou, China

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  • APA Style

    She Yanhua. (2018). Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction. American Journal of Mechanics and Applications, 6(2), 52-57. https://doi.org/10.11648/j.ajma.20180602.13

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    ACS Style

    She Yanhua. Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction. Am. J. Mech. Appl. 2018, 6(2), 52-57. doi: 10.11648/j.ajma.20180602.13

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    AMA Style

    She Yanhua. Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction. Am J Mech Appl. 2018;6(2):52-57. doi: 10.11648/j.ajma.20180602.13

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  • @article{10.11648/j.ajma.20180602.13,
      author = {She Yanhua},
      title = {Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction},
      journal = {American Journal of Mechanics and Applications},
      volume = {6},
      number = {2},
      pages = {52-57},
      doi = {10.11648/j.ajma.20180602.13},
      url = {https://doi.org/10.11648/j.ajma.20180602.13},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajma.20180602.13},
      abstract = {In the pile foundation construction of highway bridge, the impact hammer falls from a certain height, which produces a great impact when it collides with soil. In order to gain a clear idea of force characteristics of buried pipeline under impact load caused by bridge pile foundation construction, the effect of construction impacting load on buried pipeline is analyzed theoretically. Firstly, taking advantage of Boussinesq solution and Mindlin solution, the distribution of additional load on the surface of pipeline under impact load is analyzed, and the transmission and diffusion of impact force in soil are calculated by elastic half-space theory. Secondly, the mechanical models of buried pipeline under surface impacting and pile hole impacting are established respectively. Combined with Boussinesq equation, Mindlin calculation and infinite beam elastic foundation model, the calculation formula of buried pipeline under impact load is obtained. Finally, according to the formula established above, an example is given to calculate the additional bending moments and axial tension and compression stresses of buried pipeline caused by bridge pile foundation construction, so as to estimate the effect of construction impacting load on buried pipeline. The research results provide some guidance for the stress analysis of buried pipelines under such construction conditions.},
     year = {2018}
    }
    

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  • TY  - JOUR
    T1  - Study on Force Characteristics of Buried Pipeline Under Impact Load Caused by Bridge Pile Foundation Construction
    AU  - She Yanhua
    Y1  - 2018/10/18
    PY  - 2018
    N1  - https://doi.org/10.11648/j.ajma.20180602.13
    DO  - 10.11648/j.ajma.20180602.13
    T2  - American Journal of Mechanics and Applications
    JF  - American Journal of Mechanics and Applications
    JO  - American Journal of Mechanics and Applications
    SP  - 52
    EP  - 57
    PB  - Science Publishing Group
    SN  - 2376-6131
    UR  - https://doi.org/10.11648/j.ajma.20180602.13
    AB  - In the pile foundation construction of highway bridge, the impact hammer falls from a certain height, which produces a great impact when it collides with soil. In order to gain a clear idea of force characteristics of buried pipeline under impact load caused by bridge pile foundation construction, the effect of construction impacting load on buried pipeline is analyzed theoretically. Firstly, taking advantage of Boussinesq solution and Mindlin solution, the distribution of additional load on the surface of pipeline under impact load is analyzed, and the transmission and diffusion of impact force in soil are calculated by elastic half-space theory. Secondly, the mechanical models of buried pipeline under surface impacting and pile hole impacting are established respectively. Combined with Boussinesq equation, Mindlin calculation and infinite beam elastic foundation model, the calculation formula of buried pipeline under impact load is obtained. Finally, according to the formula established above, an example is given to calculate the additional bending moments and axial tension and compression stresses of buried pipeline caused by bridge pile foundation construction, so as to estimate the effect of construction impacting load on buried pipeline. The research results provide some guidance for the stress analysis of buried pipelines under such construction conditions.
    VL  - 6
    IS  - 2
    ER  - 

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