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PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION

Yıl 2025, Cilt: 11 Sayı: 2, 21 - 28, 31.12.2025
https://doi.org/10.22531/muglajsci.1745488

Öz

This research aims to investigate the isolation efficiency of horizontal wave impedance barriers (WIBs) installed beneath the soil and subjected to vertical dynamic loading, through numerical analyses and field experiments. A numerical model was developed using a two-dimensional finite element-based software to simulate the site conditions following the experiments. Once validated with field test data, the model was used to conduct a parametric study examining the influence of length, thickness, and stiffness of the wave barrier on vibration mitigation effectiveness. The results show that WIBs are capable of reducing vibrations, particularly at mid-range and lower frequencies. Increasing the size and stiffness of the barrier improves vibration attenuation efficiency, while using softer material may reduce effectiveness or even cause amplification beyond a certain threshold. These findings demonstrate that properly designed WIBs offer a promising solution for vibration isolation, especially when optimized for specific soil conditions and excitation characteristics. To develop reliable and effective design recommendations, it is necessary to broaden the scope of the current study. It must be considered that barriers with inadequate design may lead to amplification of vibrations instead of mitigation. Further research is recommended to examine more complex soil conditions, wider frequency ranges, and varied barrier configurations.

Kaynakça

  • Woods, R. D., "Screening of Surface Waves in Soils", Journal of Soil Mechanics and Foundations Division, ASCE, 94(SM4), 951–979, 1968.
  • Nelson, P. A., and Elliott, S. J., Active Control of Sound, Academic Press, London, 1992.
  • Lindberg, R. A., Ground Vibrations from Construction and Industrial Sources: A Review of Literature, U.S. Department of Transportation / Federal Transit Administration (FTA), Washington, D.C., 1993.
  • Ahmad, S. and Al-Hussaini, T. M., "Simplified Design for Vibration Screening by Open and In-Filled Trenches", Journal of Geotechnical Engineering, 117(1), 67–88, 1991.
  • Kattis, S. E., Polyzos, D. and Beskos, D. E., "Vibration Isolation by a Row of Piles Using a 3-D Frequency Domain BEM", International Journal for Numerical Methods in Engineering, 46(4), 713–728, 1999.
  • Taniguchi, T. and Okada, H., "Ground Improvement by Grouting for Vibration Control", Soils and Foundations, 21(3), 21–35, 1981.
  • Hayward, G., "Vibration Control in Buildings", Journal of Structural Engineering, 119(3), 823–840, 1993.
  • Rainer, J. H., "Vibration Criteria for Sensitive Equipment", Canadian Journal of Civil Engineering, 11(3), 553–559, 1984.
  • Richart, F. E., Hall, J. R. and Woods, R. D., Vibrations of Soils and Foundations, Prentice Hall, Englewood Cliffs, NJ, 1970.
  • Takemiya, H. and Fujiwara, H., "Wave Propagation and Reduction Due to Wave Barriers in Layered Ground", Soil Dynamics and Earthquake Engineering, 13(1), 39–47, 1994.
  •  Chouw, N. and Hao, H., "A Study on Wave Propagation in Layered Soil Media with Embedded Stiff Inclusions", Soil Dynamics and Earthquake Engineering, 21(6), 473–488, 2001.
  •  Chouw, N., Le, T. D. and Schmid, G., "Influence of Soil Cover Thickness on Ground Vibration Attenuation", Proceedings of the International Conference on Soil Dynamics, 235–241, 1991.
  • Banerjee, S. and Kirtas, E., "Numerical Modeling of Vibration Isolation Using Buried Concrete Blocks", Journal of Geotechnical and Geoenvironmental Engineering, 133(11), 1432–1440, 2007.
  •  Coulier, P., Degrande, G. and Lombaert, G., "A Field Experiment on Vibration Screening with a Row of Concrete Piles", Soil Dynamics and Earthquake Engineering, 47, 125–137, 2013.
  • Coulier, P., Degrande, G. and Lombaert, G., "Mitigation of Railway Induced Vibrations by Using a Row of Piles as Wave Impeding Barriers", Journal of Sound and Vibration, 345, 145–161, 2015.
  • Gao, G. Y., Zhang, L. M. and Li, Q., "Parametric Study of Wave Impeding Block for Ground Vibration Isolation", Soil Dynamics and Earthquake Engineering, 75, 28–38, 2015.
  • Gao, G. Y., Zhang, L. M., and Li, Q., "Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading", Soil Dynamics and Earthquake Engineering, 75, 28–38, 2015.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading", Soil Dynamics and Earthquake Engineering, 100, 232–243, 2017.
  • Gao, G. Y., Zhang, L. M. and Liu, B., "Optimization of Embedded Horizontal Barriers for Rail Vibration Isolation", Soil Dynamics and Earthquake Engineering, 133, 106099, 2020.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Mitigation of subway-induced low-frequency vibrations using a wave impeding block", Soil Dynamics and Earthquake Engineering, 157, 107211, 2022
  • Shu, J. and Ma, G., "A numerical study of vibration isolation in unsaturated soils using a wave-impeding block based on Biot’s theory", Soil Dynamics and Earthquake Engineering, 156, 107190, 2022.
  • Jiang, Z. and Ma, G., "Influence of Pore Fluid on Wave Propagation in Unsaturated Soils", Soil Dynamics and Earthquake Engineering, 161, 107511, 2023.
  • Yu, X., Liu, H. and Zhang, T., "Field Test on the Effectiveness of Periodic Horizontal Inclusions for Vibration Isolation", Geotechnical Testing Journal, 46(2), 254–267, 2023.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Vibration isolation performance of WIB on nearly saturated layered soil", Submitted to Soil Dynamics and Earthquake Engineering, 2025.
  • Qian, X., Sun, Y. and Zhang, J., "Comparative Evaluation of Trench and WIB for Vibration Isolation", Journal of Geotechnical and Geoenvironmental Engineering, 150(3), 04024007, 2024.
  • Adam, M. and Chouw, N., "Dynamic Behavior of Railway Tracks with Embedded Wave Barriers", Engineering Structures, 23(12), 1624–1631, 2001.
  • Zhang, D., Wang, X. and Liu, Y., "Performance of Wave Barriers Under Train-Induced Vibrations", Transportation Geotechnics, 21, 100276, 2019.
  • Mesgari, M. S. and Hassani, M. M., "Vibration isolation of foundations using open and in-filled wave barriers", Scientia Iranica, 18(4), 819–827, 2011.
  • Yang, Y. B. and Hung, H. H., "Reduction of vibration propagation in ground using 3D periodic foundations with high stiffness contrast", Soil Dynamics and Earthquake Engineering, 92, 397–405, 2017.

ZEMİN TİTREŞİM İZOLASYONU İÇİN DALGA EMPEDANS BARİYERLERİNİN PERFORMANS DEĞERLENDİRMESİ: DENEYSEL DOĞRULAMA VE SAYISAL İNCELEME

Yıl 2025, Cilt: 11 Sayı: 2, 21 - 28, 31.12.2025
https://doi.org/10.22531/muglajsci.1745488

Öz

Bu araştırma, yatay olarak zemine gömülü ve düşey dinamik yüke maruz kalan dalga empedans bariyerlerinin (WIB) izolasyon etkinliğini, sayısal analizler ve saha deneyleri yoluyla incelemeyi amaçlamaktadır. Deneylerin ardından, saha koşullarını simüle etmek için iki boyutlu sonlu elemanlar tabanlı bir yazılım kullanılarak bir sayısal model geliştirilmiştir. Model, saha verileriyle doğrulandıktan sonra, bariyerin uzunluğu, kalınlığı ve rijitliğinin titreşim azaltma etkinliği üzerindeki etkisini incelemek amacıyla parametrik bir çalışma gerçekleştirilmiştir. Sonuçlar, dalga empedans bariyerlerinin özellikle orta ve düşük frekanslarda titreşimleri azaltmada etkili olduğunu göstermektedir. Bariyerin boyutu ve rijitliği arttıkça sönümleme verimliliği artmakta, ancak daha yumuşak malzeme kullanımı belli bir eşik değerinin ötesinde etkinliği azaltmakta veya büyütmeye neden olabilmektedir. Bu bulgular, yerel zemin koşulları ve uyarım özelliklerine göre optimize edildiğinde, doğru tasarlanmış dalga empedans bariyerlerinin titreşim izolasyonu için umut verici bir çözüm sunduğunu ortaya koymaktadır. Güvenilir ve etkili tasarım önerileri geliştirmek için mevcut çalışmanın kapsamının genişletilmesi gerekmektedir. Yetersiz tasarlanmış bariyerlerin, sönümleme yerine titreşim büyütmesine yol açabileceği unutulmamalıdır. Bu nedenle, daha karmaşık zemin koşulları, geniş frekans aralıkları ve farklı bariyer konfigürasyonlarının incelendiği ek araştırmalar önerilmektedir.

Kaynakça

  • Woods, R. D., "Screening of Surface Waves in Soils", Journal of Soil Mechanics and Foundations Division, ASCE, 94(SM4), 951–979, 1968.
  • Nelson, P. A., and Elliott, S. J., Active Control of Sound, Academic Press, London, 1992.
  • Lindberg, R. A., Ground Vibrations from Construction and Industrial Sources: A Review of Literature, U.S. Department of Transportation / Federal Transit Administration (FTA), Washington, D.C., 1993.
  • Ahmad, S. and Al-Hussaini, T. M., "Simplified Design for Vibration Screening by Open and In-Filled Trenches", Journal of Geotechnical Engineering, 117(1), 67–88, 1991.
  • Kattis, S. E., Polyzos, D. and Beskos, D. E., "Vibration Isolation by a Row of Piles Using a 3-D Frequency Domain BEM", International Journal for Numerical Methods in Engineering, 46(4), 713–728, 1999.
  • Taniguchi, T. and Okada, H., "Ground Improvement by Grouting for Vibration Control", Soils and Foundations, 21(3), 21–35, 1981.
  • Hayward, G., "Vibration Control in Buildings", Journal of Structural Engineering, 119(3), 823–840, 1993.
  • Rainer, J. H., "Vibration Criteria for Sensitive Equipment", Canadian Journal of Civil Engineering, 11(3), 553–559, 1984.
  • Richart, F. E., Hall, J. R. and Woods, R. D., Vibrations of Soils and Foundations, Prentice Hall, Englewood Cliffs, NJ, 1970.
  • Takemiya, H. and Fujiwara, H., "Wave Propagation and Reduction Due to Wave Barriers in Layered Ground", Soil Dynamics and Earthquake Engineering, 13(1), 39–47, 1994.
  •  Chouw, N. and Hao, H., "A Study on Wave Propagation in Layered Soil Media with Embedded Stiff Inclusions", Soil Dynamics and Earthquake Engineering, 21(6), 473–488, 2001.
  •  Chouw, N., Le, T. D. and Schmid, G., "Influence of Soil Cover Thickness on Ground Vibration Attenuation", Proceedings of the International Conference on Soil Dynamics, 235–241, 1991.
  • Banerjee, S. and Kirtas, E., "Numerical Modeling of Vibration Isolation Using Buried Concrete Blocks", Journal of Geotechnical and Geoenvironmental Engineering, 133(11), 1432–1440, 2007.
  •  Coulier, P., Degrande, G. and Lombaert, G., "A Field Experiment on Vibration Screening with a Row of Concrete Piles", Soil Dynamics and Earthquake Engineering, 47, 125–137, 2013.
  • Coulier, P., Degrande, G. and Lombaert, G., "Mitigation of Railway Induced Vibrations by Using a Row of Piles as Wave Impeding Barriers", Journal of Sound and Vibration, 345, 145–161, 2015.
  • Gao, G. Y., Zhang, L. M. and Li, Q., "Parametric Study of Wave Impeding Block for Ground Vibration Isolation", Soil Dynamics and Earthquake Engineering, 75, 28–38, 2015.
  • Gao, G. Y., Zhang, L. M., and Li, Q., "Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading", Soil Dynamics and Earthquake Engineering, 75, 28–38, 2015.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading", Soil Dynamics and Earthquake Engineering, 100, 232–243, 2017.
  • Gao, G. Y., Zhang, L. M. and Liu, B., "Optimization of Embedded Horizontal Barriers for Rail Vibration Isolation", Soil Dynamics and Earthquake Engineering, 133, 106099, 2020.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Mitigation of subway-induced low-frequency vibrations using a wave impeding block", Soil Dynamics and Earthquake Engineering, 157, 107211, 2022
  • Shu, J. and Ma, G., "A numerical study of vibration isolation in unsaturated soils using a wave-impeding block based on Biot’s theory", Soil Dynamics and Earthquake Engineering, 156, 107190, 2022.
  • Jiang, Z. and Ma, G., "Influence of Pore Fluid on Wave Propagation in Unsaturated Soils", Soil Dynamics and Earthquake Engineering, 161, 107511, 2023.
  • Yu, X., Liu, H. and Zhang, T., "Field Test on the Effectiveness of Periodic Horizontal Inclusions for Vibration Isolation", Geotechnical Testing Journal, 46(2), 254–267, 2023.
  • Gao, G. Y., Zhang, L. M., and Liu, B., "Vibration isolation performance of WIB on nearly saturated layered soil", Submitted to Soil Dynamics and Earthquake Engineering, 2025.
  • Qian, X., Sun, Y. and Zhang, J., "Comparative Evaluation of Trench and WIB for Vibration Isolation", Journal of Geotechnical and Geoenvironmental Engineering, 150(3), 04024007, 2024.
  • Adam, M. and Chouw, N., "Dynamic Behavior of Railway Tracks with Embedded Wave Barriers", Engineering Structures, 23(12), 1624–1631, 2001.
  • Zhang, D., Wang, X. and Liu, Y., "Performance of Wave Barriers Under Train-Induced Vibrations", Transportation Geotechnics, 21, 100276, 2019.
  • Mesgari, M. S. and Hassani, M. M., "Vibration isolation of foundations using open and in-filled wave barriers", Scientia Iranica, 18(4), 819–827, 2011.
  • Yang, Y. B. and Hung, H. H., "Reduction of vibration propagation in ground using 3D periodic foundations with high stiffness contrast", Soil Dynamics and Earthquake Engineering, 92, 397–405, 2017.
Toplam 29 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Geoteknik Mühendisliği
Bölüm Araştırma Makalesi
Yazarlar

Selda Durmaz Demir 0000-0001-5117-7955

Deniz Ülgen 0000-0002-6296-4986

Gönderilme Tarihi 18 Temmuz 2025
Kabul Tarihi 10 Eylül 2025
Yayımlanma Tarihi 31 Aralık 2025
Yayımlandığı Sayı Yıl 2025 Cilt: 11 Sayı: 2

Kaynak Göster

APA Durmaz Demir, S., & Ülgen, D. (2025). PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION. Mugla Journal of Science and Technology, 11(2), 21-28. https://doi.org/10.22531/muglajsci.1745488
AMA Durmaz Demir S, Ülgen D. PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION. MJST. Aralık 2025;11(2):21-28. doi:10.22531/muglajsci.1745488
Chicago Durmaz Demir, Selda, ve Deniz Ülgen. “PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION”. Mugla Journal of Science and Technology 11, sy. 2 (Aralık 2025): 21-28. https://doi.org/10.22531/muglajsci.1745488.
EndNote Durmaz Demir S, Ülgen D (01 Aralık 2025) PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION. Mugla Journal of Science and Technology 11 2 21–28.
IEEE S. Durmaz Demir ve D. Ülgen, “PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION”, MJST, c. 11, sy. 2, ss. 21–28, 2025, doi: 10.22531/muglajsci.1745488.
ISNAD Durmaz Demir, Selda - Ülgen, Deniz. “PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION”. Mugla Journal of Science and Technology 11/2 (Aralık2025), 21-28. https://doi.org/10.22531/muglajsci.1745488.
JAMA Durmaz Demir S, Ülgen D. PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION. MJST. 2025;11:21–28.
MLA Durmaz Demir, Selda ve Deniz Ülgen. “PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION”. Mugla Journal of Science and Technology, c. 11, sy. 2, 2025, ss. 21-28, doi:10.22531/muglajsci.1745488.
Vancouver Durmaz Demir S, Ülgen D. PERFORMANCE ASSESSMENT OF WAVE IMPEDANCE BARRIERS FOR GROUND VIBRATION ISOLATION: EXPERIMENTAL VALIDATION AND NUMERICAL INVESTIGATION. MJST. 2025;11(2):21-8.

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