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A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling

Author

Listed:
  • Wenbing Wu

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

  • Yunpeng Zhang

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

Abstract

The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance calculation during the pile dynamic design and analysis. Further, it provides a firm theoretical ground for the wave propagation simulation, which could be the basis of seismic analysis and some geotechnical testing approaches. This review traces the development history and key findings of viscoelastic soil–pile interaction theory and expounds on the advantages and limitations of various theoretical advances in terms of dynamic design and wave propagation modeling. The review consists of three sub-divisions, which are the longitudinal, horizontal, and torsional viscoelastic soil-pile theories. The development and implement of multi-phase soil constitutive equations, multi-dimensional soil–pile interaction modeling methods, pile–soil–pile mutual interactions in pile groups, and the fluid–structure interaction problems in offshore piles are especially remarked and concluded. Finally, the shortcomings and deficiencies of the present development are pointed out with a view to addressing them in the future.

Suggested Citation

  • Wenbing Wu & Yunpeng Zhang, 2022. "A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling," Energies, MDPI, vol. 15(24), pages 1-24, December.
    • Handle: RePEc:gam:jeners:v:15:y:2022:i:24:p:9432-:d:1002056
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    References listed on IDEAS

    as
    1. Wenbing Wu & Guosheng Jiang & Shenggen Huang & Chin Jian Leo, 2014. "Vertical Dynamic Response of Pile Embedded in Layered Transversely Isotropic Soil," Mathematical Problems in Engineering, Hindawi, vol. 2014, pages 1-12, July.
    2. Libo Chen & Xiaoyan Yang & Lichen Li & Wenbing Wu & M. Hesham El Naggar & Kuihua Wang & Jinyong Chen, 2020. "Numerical Analysis of the Deformation Performance of Monopile under Wave and Current Load," Energies, MDPI, vol. 13(23), pages 1-14, December.
    3. Kaifu Liu & Zhiqing Zhang, 2021. "Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load," Mathematical Problems in Engineering, Hindawi, vol. 2021, pages 1-13, April.
    4. Xiaoyan Yang & Lixing Wang & Wenbing Wu & Hao Liu & Guosheng Jiang & Kuihua Wang & Guoxiong Mei, 2022. "Vertical Dynamic Impedance of a Viscoelastic Pile in Arbitrarily Layered Soil Based on the Fictitious Soil Pile Model," Energies, MDPI, vol. 15(6), pages 1-21, March.
    5. Hao Liu & Jiaxuan Li & Xiaoyan Yang & Libo Chen & Wenbing Wu & Minjie Wen & Mingjie Jiang & Changjiang Guo, 2022. "Lateral Dynamic Response of Offshore Pipe Piles Considering Effect of Superstructure," Energies, MDPI, vol. 15(18), pages 1-20, September.
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    Cited by:

    1. Hongyan Shen & Xinsheng Li & Ruifeng Duan & Yong Zhao & Jing Zhao & Han Che & Guoxin Liu & Zhijia Xue & Changgen Yan & Jiwei Liu & Chao Jiang & Boke Li & Hong Chang & Jianqiang Gao & Yueying Yan, 2023. "Quality evaluation of ground improvement by deep cement mixing piles via ground-penetrating radar," Nature Communications, Nature, vol. 14(1), pages 1-12, December.
    2. Chaozhe Zhang & Jianyong Han & Songyu Liu & Zhenglong Cao & Chen Jiang & Xuhan Diao & Guangwei Chen & Li Tian, 2023. "A Review of Efficient and Low-Carbon Pile Technologies for Extra-Thick Soft Strata," Energies, MDPI, vol. 16(6), pages 1-23, March.
    3. Feng, Wei Yong & Ai, Zhi Yong, 2024. "Behavior analysis of energy piles in layered transversely isotropic saturated soils," Renewable Energy, Elsevier, vol. 226(C).

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