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.
Similar content being viewed by others
Data availability
The data that support the study’s conclusions are accessible upon reasonable request from the corresponding author.
References
Wahrhaftig A, Dantas J, Menezes C, Neduzha L (2023) Springs of variable stiffness in the control of seismic actions in buildings. Rud Zb 38:23–52. https://doi.org/10.17794/rgn.2023.2.2
Paradise TR (2005) Perception of earthquake risk in Agadir, Morocco: a case study from a Muslim community. Glob Environ Chang Part B Environ Hazards 6:167–180. https://doi.org/10.1016/j.hazards.2006.06.002
Fali L, Zizouni K, Saidi A, Ghomri T, Bousserhane IK, Djermane M (2023) Structural vibration control in excited structures: history and prospects. J Vib Eng Technol 11:1287–1308. https://doi.org/10.1007/s42417-022-00641-6
Çelebi E, Firat S, Beyhan G, Çankaya I, Vural I, Kirtel O (2009) Field experiments on wave propagation and vibration isolation by using wave barriers. Soil Dyn Earthq Eng 29:824–833. https://doi.org/10.1016/j.soildyn.2008.08.007
Garinei A, Risitano G, Scappaticci L (2014) Experimental evaluation of the efficiency of trenches for the mitigation of train-induced vibrations. Transp Res Part D Transp Environ 32:303–315. https://doi.org/10.1016/j.trd.2014.08.016
Ulgen D, Toygar O (2015) Screening effectiveness of open and in-filled wave barriers: a full-scale experimental study. Constr Build Mater 86:12–20. https://doi.org/10.1016/j.conbuildmat.2015.03.098
Adam M, Von Estorff O (2005) Reduction of train-induced building vibrations by using open and filled trenches. Comput Struct 83:11–24. https://doi.org/10.1016/j.compstruc.2004.08.010
Ekanayake SD, Liyanapathirana DS, Leo CJ (2014) Attenuation of ground vibrations using in-filled wave barriers. Soil Dyn Earthq Eng 67:290–300. https://doi.org/10.1016/j.soildyn.2014.10.004
Coulier P, Cuéllar V, Degrande G, Lombaert G (2015) Experimental and numerical evaluation of the effectiveness of a stiff wave barrier in the soil. Soil Dyn Earthq Eng 77:238–253. https://doi.org/10.1016/j.soildyn.2015.04.007
Yarmohammadi F, Rafiee-Dehkharghani R, Behnia C, Aref AJ (2019) Design of wave barriers for mitigation of train–induced vibrations using a coupled genetic-algorithm/finite-element methodology. Soil Dyn Earthq Eng 121:262–275. https://doi.org/10.1016/j.soildyn.2019.03.007
Dijckmans A, Ekblad A, Smekal A, Degrande G, Lombaert G (2016) Efficacy of a sheet pile wall as a wave barrier for railway induced ground vibration. Soil Dyn Earthq Eng 84:55–69. https://doi.org/10.1016/j.soildyn.2016.02.001
Gao GY, Li ZY, Qiu C, Yue ZQ (2006) Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation. Soil Dyn Earthq Eng 26:1015–1027. https://doi.org/10.1016/j.soildyn.2006.02.005
Laghfiri H, Lamdouar N (2022) Periodic structures as a countermeasure of traffic vibration and earthquake: a review. Lect Notes Data Eng Commun Technol 110:359–373. https://doi.org/10.1007/978-3-030-94188-8_34
Manconi E, Hvatov A, Sorokin SV (2023) Numerical analysis of vibration attenuation and bandgaps in radially periodic plates. J Vib Eng Technol. https://doi.org/10.1007/s42417-023-00967-9
Laghfiri H, Lamdouar N, Abbas S, Boudi EM (2023) Periodic wave impeding barrier as a countermeasure of ground vibration. Adv Mech Eng 15:16878132231190994. https://doi.org/10.1177/16878132231190994
Chen Y, Qian H, Ding G, Cai Y (2023) Influence of novel graded wave-impeding block on train-induced vibration. J Vib Eng Technol. https://doi.org/10.1007/s42417-023-00858-z
Shu J, Ma Q (2023) Theoretical study of S-wave passing through an elastic wave impeding block in the unsaturated soil. J Vib Eng Technol 11:193–206. https://doi.org/10.1007/s42417-022-00572-2
Shi Z, Cheng Z, Wu J (2022) Numerical evaluation of the effectiveness of periodic wave barriers in pre-stressed saturated soil. J Vib Eng Technol. https://doi.org/10.1007/s42417-022-00814-3
Li T, Su Q, Kaewunruen S (2020) Seismic metamaterial barriers for ground vibration mitigation in railways considering the train-track-soil dynamic interactions. Constr Build Mater 260:119936. https://doi.org/10.1016/j.conbuildmat.2020.119936
Meng L, Cheng Z, Shi Z (2021) Filtering property of periodic pile barriers under moving loads. Comput Geotech 136:104244. https://doi.org/10.1016/j.compgeo.2021.104244
Pu X, Shi Z (2019) Periodic pile barriers for Rayleigh wave isolation in a poroelastic half-space. Soil Dyn Earthq Eng 121:75–86. https://doi.org/10.1016/j.soildyn.2019.02.029
Chen Y, Feng Q, Scarpa F, Zuo L, Zhuang X (2019) Harnessing multi-layered soil to design seismic metamaterials with ultralow frequency band gaps. Mater Des 175:107813. https://doi.org/10.1016/j.matdes.2019.107813
Mandal P, Somala SN (2020) Periodic pile-soil system as a barrier for seismic surface waves. SN Appl Sci. https://doi.org/10.1007/s42452-020-2969-8
Huang J, Shi Z (2015) Vibration reduction of plane waves using periodic in-filled pile barriers. J Geotech Geoenvironmental Eng 141:04015018. https://doi.org/10.1061/(asce)gt.1943-5606.0001301
Huang J, Shi Z (2013) Application of periodic theory to rows of piles for horizontal vibration attenuation. Int J Geomech 13:132–142. https://doi.org/10.1061/(asce)gm.1943-5622.0000193
Meng Q, Shi Z (2019) Vibration isolation of plane waves by periodic pipe pile barriers in saturated soil. J Aerosp Eng 32:04018114. https://doi.org/10.1061/(asce)as.1943-5525.0000938
Pu X, Shi Z (2020) Broadband surface wave attenuation in periodic trench barriers. J Sound Vib 468:115130. https://doi.org/10.1016/j.jsv.2019.115130
Li X, Chen Y, Zou C, Chen Y (2023) Train-induced vibration mitigation based on foundation improvement. J Build Eng 76:107106. https://doi.org/10.1016/j.jobe.2023.107106
Arcos R, Soares PJ, Alves Costa P, Godinho L (2021) An experimental/numerical hybrid methodology for the prediction of railway-induced ground-borne vibration on buildings to be constructed close to existing railway infrastructures: numerical validation and parametric study. Soil Dyn Earthq Eng 150:106888. https://doi.org/10.1016/j.soildyn.2021.106888
Li T, Su Q, Kaewunruen S (2019) Saturated ground vibration analysis based on a three-dimensional coupled train-track-soil interaction model. Appl Sci. https://doi.org/10.3390/app9234991
Li T, Su Q, Kaewunruen S (2020) Influences of piles on the ground vibration considering the train-track-soil dynamic interactions. Comput Geotech 120:103455. https://doi.org/10.1016/j.compgeo.2020.103455
Yaseri A, Bazyar MH, Hataf N (2014) 3D coupled scaled boundary finite-element/finite-element analysis of ground vibrations induced by underground train movement. Comput Geotech 60:1–8. https://doi.org/10.1016/j.compgeo.2014.03.013
Gao G, Shi G, Feng S, Qiu C (2008) 3D analysis of in-filled trench as passive barriers for ground vibration isolation. Sci China Ser G Phys Mech Astron 51:1573–1585. https://doi.org/10.1007/s11433-008-0151-1
Gao G, Peng Z, Li W (2006) 3D analysis of active vibration isolation by open trench in layered ground [J]. Northwest Seismol J 28:210–215
Kulak RF, Wang CY (1991) Design and analysis of seismically isolated structures. Nucl Eng Des 127:419–432
Di Mino G, Giunta M, Di Liberto CM (2009) Assessing the open trenches in screening railway ground-borne vibrations by means of artificial neural network. Adv Acoust Vib 2009:1–12. https://doi.org/10.1155/2009/942787
Alzawi A, Hesham El Naggar M (2011) Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers. Soil Dyn Earthq Eng 31:306–317. https://doi.org/10.1016/j.soildyn.2010.08.010
Funding
No funding was received for conducting this study.
Author information
Authors and Affiliations
Contributions
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.
Corresponding author
Ethics declarations
Conflict of interests
The authors have no competing interests to declare that are relevant to the content of this article.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
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
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42417-023-01174-2