| Peer-Reviewed

Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction

Received: 3 November 2019     Published: 3 December 2019
Views:       Downloads:
Abstract

With the development of urban construction, it is inevitable that new or expanded highways cross or parallel with existing buried pipelines. The impact vibration caused by the construction of perforated pile foundation of highway bridge is bound to have adverse effects on the safe operation of adjacent buried pipelines. Based on the micro seismic monitoring technique, the characteristics of pile foundation construction vibration is researched. A series of sensors are placed on the surface and adjacent pipelines to collect micro seismic events of impact hammer on different hoisting height and different excavation depth of pile foundation construction. Thus, the wave characteristics, spectrum characteristics and energy attenuation law of microseismic signal are analyzed, and the influencing factors of construction vibration are studied. It is found that the peak value of acceleration vibration in the vertical direction is the largest, followed by the peak value of radial acceleration vibration, the vibration energy decays in power relation with the propagation distance, and with the increase of the pile hole depth, the vibration velocity of the same horizontal distance decreases gradually. The attenuation is related to the geological condition of a certain pile hole depth. The research results have some guiding significance for the vibration control of pile foundation construction.

Published in American Journal of Civil Engineering (Volume 7, Issue 5)
DOI 10.11648/j.ajce.20190705.14
Page(s) 141-146
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

Pile Foundation Construction, Microseismic Monitoring, Vibration Performance

References
[1] Zhao Xiangdong, Chen Bo, Jiang Fuxing, Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (supplement), 2002, pp. 2612.
[2] Crystal A. Bertoncini, Mark K. Hinders, Measurement, Vol. 43, 2010, pp. 1690-1701.
[3] Lukasz Rudziński, Wojciech Dȩbski, Journal of Seismology, Vol. 17, 2013, pp. 83-94.
[4] Debotyam Maity, Iraj Salehi, Computers and Geosciences, Vol. 86, 2016, pp. 23-33.
[5] Zuo Lina, Yuan Heping, Liu Zhijuan et al., Well Testing, Vol. 3, 2019, pp. 61-66.
[6] Xi Yan, Li Jun, Zha Chunqing. Journal of Petroleum Science and Engineering, Vol. 180, 2019, pp. 1034-1045.
[7] Li Dewei, Yang Ruizhao, Zhang Du et al., Fault-Block Oil & Gas Field, Vol. 3, 2019, pp. 346-349.
[8] Zhu Quanjie, Jiang Fuxing, Wei Quande et al., Chinese Journal of Rock Mechanics and Engineering, Vol. 10, 2018, pp. 2319-2333.
[9] Cong Sen, Cheng Jianyuan, Li Xinhu et al., Journal of Xi’an University of Science and Technology, Vol. 4, 2019, pp. 1672-9315.
[10] Liu Fang, Zhao Yanhong, Bao Jinzhe et al., Recent Developments in World Seismology, Vol. 8, 2019, pp. 67-68.
[11] Wang Zhewei, Li Xibin, Shang Xueyi et al., Chinese Journal of Geotechnical Engineering, Vol. 8, 2017, pp. 1408-1415.
[12] Yao Linlin, Zhao Ming, Zhong Guo, Chinese Journal of Underground Space and Engineering, Vol. 5, 2018, pp. 1352-1358.
[13] Yu Qun, Tang Chunan, Li Liancong et al., Journal of Harbin Engineering University, Vol. 11, 2015, pp. 1465-1470.
[14] Gao Zhenping, Li Zhelin, Huang Bo et al., Highway Tunnel, Vol. 3, 2016, pp. 35-40.
[15] Chen Bingrui, Feng Xiating, Zeng Xionghui et al., Chinese Journal of Rock Mechanics and Engineering, Vol. 2, 2011, pp. 275-283.
[16] M. S. Gao, L. M. Dou and N. Zhang: Chinese Journal of Rock Mechanics and engineering, Vol. 26, 2007, pp. 1365.
Cite This Article
  • APA Style

    She Yanhua, Cai Gaojie. (2019). Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction. American Journal of Civil Engineering, 7(5), 141-146. https://doi.org/10.11648/j.ajce.20190705.14

    Copy | Download

    ACS Style

    She Yanhua; Cai Gaojie. Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction. Am. J. Civ. Eng. 2019, 7(5), 141-146. doi: 10.11648/j.ajce.20190705.14

    Copy | Download

    AMA Style

    She Yanhua, Cai Gaojie. Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction. Am J Civ Eng. 2019;7(5):141-146. doi: 10.11648/j.ajce.20190705.14

    Copy | Download

  • @article{10.11648/j.ajce.20190705.14,
      author = {She Yanhua and Cai Gaojie},
      title = {Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction},
      journal = {American Journal of Civil Engineering},
      volume = {7},
      number = {5},
      pages = {141-146},
      doi = {10.11648/j.ajce.20190705.14},
      url = {https://doi.org/10.11648/j.ajce.20190705.14},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190705.14},
      abstract = {With the development of urban construction, it is inevitable that new or expanded highways cross or parallel with existing buried pipelines. The impact vibration caused by the construction of perforated pile foundation of highway bridge is bound to have adverse effects on the safe operation of adjacent buried pipelines. Based on the micro seismic monitoring technique, the characteristics of pile foundation construction vibration is researched. A series of sensors are placed on the surface and adjacent pipelines to collect micro seismic events of impact hammer on different hoisting height and different excavation depth of pile foundation construction. Thus, the wave characteristics, spectrum characteristics and energy attenuation law of microseismic signal are analyzed, and the influencing factors of construction vibration are studied. It is found that the peak value of acceleration vibration in the vertical direction is the largest, followed by the peak value of radial acceleration vibration, the vibration energy decays in power relation with the propagation distance, and with the increase of the pile hole depth, the vibration velocity of the same horizontal distance decreases gradually. The attenuation is related to the geological condition of a certain pile hole depth. The research results have some guiding significance for the vibration control of pile foundation construction.},
     year = {2019}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Experimental Study on Microseismic Monitoring Highway Bridge Pile Foundation Construction
    AU  - She Yanhua
    AU  - Cai Gaojie
    Y1  - 2019/12/03
    PY  - 2019
    N1  - https://doi.org/10.11648/j.ajce.20190705.14
    DO  - 10.11648/j.ajce.20190705.14
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 141
    EP  - 146
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20190705.14
    AB  - With the development of urban construction, it is inevitable that new or expanded highways cross or parallel with existing buried pipelines. The impact vibration caused by the construction of perforated pile foundation of highway bridge is bound to have adverse effects on the safe operation of adjacent buried pipelines. Based on the micro seismic monitoring technique, the characteristics of pile foundation construction vibration is researched. A series of sensors are placed on the surface and adjacent pipelines to collect micro seismic events of impact hammer on different hoisting height and different excavation depth of pile foundation construction. Thus, the wave characteristics, spectrum characteristics and energy attenuation law of microseismic signal are analyzed, and the influencing factors of construction vibration are studied. It is found that the peak value of acceleration vibration in the vertical direction is the largest, followed by the peak value of radial acceleration vibration, the vibration energy decays in power relation with the propagation distance, and with the increase of the pile hole depth, the vibration velocity of the same horizontal distance decreases gradually. The attenuation is related to the geological condition of a certain pile hole depth. The research results have some guiding significance for the vibration control of pile foundation construction.
    VL  - 7
    IS  - 5
    ER  - 

    Copy | Download

Author Information
  • School of Urban Construction, Yangtze University, Jingzhou, China

  • School of Urban Construction, Yangtze University, Jingzhou, China

  • Sections