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Comparison Between the Periodic Trench and the Periodic Row of Piles on Isolating Earthquake Vibration

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Abstract

Purpose

Wave barriers like trenches and piles are used as an anti-vibration system, to reduce the harmful damages caused by heavy traffic or earthquakes. From this point, many studies are developed to investigate the attenuation efficiency of periodic wave barriers using either the theory of the periodic structure according to the concept of the band gap, or laboratory scale study and numerical modeling like the boundary element or finite element method. Infact, in this article, we compare the periodic trench and the periodic pile barrier in terms of reducing vibration induced by earthquakes.

Methods

First, we developed a 3D finite element method which is validated by comparing it with some related studies. Second, we carried out a parametric study to evaluate the impact of mechanical parameters and geometrical ones on the attenuation effectiveness of two periodic structures.

Results and Conclusion

Numerical results show that the physical parameters of soil, depth, and spacing improve the attenuation capability of periodic trenches and periodic piles. Furthermore, periodic trenches outperform periodic pile barriers in the isolation of ground vibration in both directions the vertical and the transverse.

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Data availability

The data that support the study’s conclusions are accessible upon reasonable request from the corresponding author.

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HL: had the idea and she wrote the article, the co-authors participated in the design of the numerical model and the analysis. All authors read and approved the final manuscript.

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Correspondence to Hinde Laghfiri.

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Laghfiri, H., Lamdouar, N. & Abbas, S. Comparison Between the Periodic Trench and the Periodic Row of Piles on Isolating Earthquake Vibration. J. Vib. Eng. Technol. 12, 5445–5454 (2024). https://doi.org/10.1007/s42417-023-01174-2

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