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Volume 45 Issue 9
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LIU Xin, WU Wenbing, WANG Lixing, LIU Hao, MEI Guoxiong, WEN Minjie. Generalized axisymmetric continuous circle model for longitudinal vibration of large-diameter piles and its application[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1916-1925. DOI: 10.11779/CJGE20220671
Citation: LIU Xin, WU Wenbing, WANG Lixing, LIU Hao, MEI Guoxiong, WEN Minjie. Generalized axisymmetric continuous circle model for longitudinal vibration of large-diameter piles and its application[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1916-1925. DOI: 10.11779/CJGE20220671
shu

Generalized axisymmetric continuous circle model for longitudinal vibration of large-diameter piles and its application

  • 1.

    College of Marine Science and Technology, China University of Geosciences, Wuhan 430074, China

  • 2.

    Shenzhen Institute, China University of Geosciences, Shenzhen 518000, China

  • 3.

    Faculty of Engineering, China University of Geosciences, Wuhan 430074, China

  • 4.

    Zhejiang Institute, China University of Geosciences, Hangzhou 311305, China

  • 5.

    Key Laboratory of Disaster Prevention and Structural Safety, Ministry of Education, Guangxi University, Nanning 530004, China

  • 6.

    School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 300018, China

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  • Received Date: May 23, 2022
  • Available Online: March 05, 2023
    Graphical Abstract
    • Abstract
  • There exist two main deficiencies in the existing theoretical researches about the longitudinal vibration characteristics of large-diameter piles: (1) The pile models applied fail to consider sufficiently the three-dimensional (3D) wave effects of the pile body. (2) The dynamic characteristics within the low frequency range lack essential attention, which is much more important in practice. Regarding the two deficiencies, an innovative theoretical model called the generalized axisymmetric continuous circle model for investigating the longitudinal vibration of large-diameter piles is proposed. The pile is treated as the 3D continuous medium and the surrounding soil is stratified into several zones along the radial direction. The analytical solutions for the complex stiffness of the pile top are obtained by applying the coupled conditions between the adjacent soil zones and those at the pile-soil interface. After its rationality is verified, the proposed model is used to study the vibration characteristics of the large-diameter piles within the low frequency range. The laws and mechanisms of the construction disturbance effects are specifically discussed, and several new phenomena and useful conclusions are obtained, which may support a much more complete theoretical basis for the dynamic design and bearing capacity analysis of large-diameter piles.
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    • References (24)
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