Dynamic Torsional Vibration of a Pipe Pile in Radial Heterogeneous Transversely Isotropic Saturated Soil
Publication: Journal of Engineering Mechanics
Volume 150, Issue 10
Abstract
A rigorous theoretical solution is presented for torsional vibration response of a pipe pile embedded in radial heterogeneous transversely isotropic saturated soil. The method was successfully verified against the analytical solution to a pile embedded in transversely isotropic saturated soil and the analytical solution to a pile embedded in radially inhomogeneous saturated soil. The influence of the construction disturbance effect, the wall thickness of the pipe pile, and especially the soil transverse isotropy on the complex impedance, twist angle, and torque of the pipe pile in the frequency domain were investigated comprehensively. The results revealed that (1) if the influence of the soil transverse isotropy is neglected, the maximum deviation rate of both dynamic stiffness and dynamic damping can reach 40%, and may result in 25% underestimation and 40% overestimation of the twist angle at pile head, and 40% underestimation and 104% overestimation at pile midsection; (2) ignoring the effect of the construction disturbance, the overestimation rate of can reach 42% and 167% for and 30 Hz, respectively; and (3) using a solid pile to simulate a pipe pile with wall thickness of 0.01 m, the average underestimation deviation rate of would be 71% in the range 0–30 Hz, and would be underestimated by 82%–360%. The deviation rate of the twist angle at the pile top and the torque at the pile end were approximately 250%–320% and 1,900%–2,900%, respectively. The present solution is applicable for identifying various pile defects through torsional reflection analysis of pipe piles.
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Data Availability Statement
All data, models, and codes that support the findings of this paper are available from the corresponding author upon reasonable request.
Acknowledgments
Much of the work described in this paper was supported by the National Natural Science Foundation of China under Grant No. 42307200. The authors greatly appreciate the financial support and express their most sincere gratitude.
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© 2024 American Society of Civil Engineers.
History
Received: Nov 6, 2023
Accepted: Feb 28, 2024
Published online: Jul 16, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 16, 2024
ASCE Technical Topics:
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering mechanics
- Forces (type)
- Foundations
- Geomechanics
- Geotechnical engineering
- Isotropy
- Material mechanics
- Material properties
- Materials engineering
- Motion (dynamics)
- Oscillations
- Pile foundations
- Piles
- Pipe piles
- Saturated soils
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil-pipe interaction
- Soils (by type)
- Solid mechanics
- Torsion
- Vibration
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