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Horizontal dynamic response of offshore extended helical pile with multiple helixes under combined loads
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Hongxuan JI, Wenbing WU, Tangzhe GAO, Yunpeng ZHANG
Journal of Vibration Engineering | 2025, 38(7) : 1616 - 1624
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Journal of Vibration Engineering | 2025, 38(7): 1616-1624
Horizontal dynamic response of offshore extended helical pile with multiple helixes under combined loads
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Hongxuan JI, Wenbing WU, Tangzhe GAO, Yunpeng ZHANG
Affiliations
  • Department of Exploration and Foundation Engineering,Faculty of Engineering,China University of Geosciences (Wuhan),Wuhan 430074,China
Published: 2025-07-10 doi: 10.16385/j.cnki.issn.1004-4523.202308010
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Based on the Biot’s poroelastic model and the Euler-Bernoulli beam equations,the dynamic response of extended helical pile foundations with multiple helixes is studied. The equivalent stiffness model is used to simulate the helixes on the helical pile. With the utilization of the integral transform,the variable separation methods,and the impedance matrix transfer method,the analytical solution to the dynamic response of helical piles with multiple helixes is derived. Through the comparisons with the simplified analytical solutions and the experimental results,the correctness of the proposed model is justified. Finally,with the presentation of a comprehensive parametric study,some dominant impact factors on the dynamic responses are revealed,and the optimal design scheme is suggested accordingly. The main conclusion of this study can be concluded as:An increase of the extension ratio of helix will increase the complex impedance and resonance frequency at the pile top of the helical pile. An increase of the ratio of helix spacing to width will increase the complex impedance of the pile top,but the effect on the resonance frequency is not significant. An increase of the vertical static load at the top of the pile will significantly reduce the complex impedance and resonance frequency at the pile top. The helix inclination has an optimal range in the effect of complex impedance of the pile top.

helical pile  /  equivalent stiffness  /  layered saturated soil  /  Euler beam model  /  horizontal dynamic response
Hongxuan JI, Wenbing WU, Tangzhe GAO, Yunpeng ZHANG. Horizontal dynamic response of offshore extended helical pile with multiple helixes under combined loads[J]. Journal of Vibration Engineering, 2025 , 38 (7) : 1616 -1624 . DOI: 10.16385/j.cnki.issn.1004-4523.202308010
Year 2025 volume 38 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202308010
  • Receive Date:2023-08-05
  • Online Date:2026-02-09
  • Published:2025-07-10
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  • Received:2023-08-05
  • Revised:2023-09-12
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    Department of Exploration and Foundation Engineering,Faculty of Engineering,China University of Geosciences (Wuhan),Wuhan 430074,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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