Seismic Structure-Soil-Structure Interaction (SSSI) between piled neighboring bridges: Influence of height ratio

• Autorzy: Alfach Mohanad Talal

Identyfikatory

DOI

10.2478/sgem-2024-0003

• Języki publikacji: EN

Abstrakty

EN

This paper explores the impact of height ratios on the seismic Structure-Soil-Structure Interaction (SSSI) for three adjacent bridges with varying superstructure masses (M_st = 350, 1050, 350 t) through 3D numerical simulations. A comprehensive series of numerical analyses has been conducted across different height ratios (R = 1, 1.1, 1.15, 1.2, 1.25, 1.5, 2, and 3) to assess their influence on superstructure acceleration and the internal forces within the foundation piles. The bridges under investigation are supported by groups of piles embedded in nonlinear clay. The numerical simulations were executed using fast Lagrangian analysis of continua in three dimensions (FLAC 3D), a three-dimensional finite differences modeling software. The findings revealed that variations in mass ratios significantly impact the SSSI effects on superstructure acceleration and pile internal forces. Notably, adverse effects were more pronounced for mass ratios of R = 1.1 and 1.2, leading to an increase in bending moment, shear force, and superstructure acceleration by up to 237.8%, 291.4%, and 70.33%, respectively. In contrast, a mass ratio of R = 3 resulted in a decrease in bending moment, shear force, and superstructure acceleration by up to 72%, 82.14%, and 81.13%, respectively. This implies that a careful arrangement of adjacent structures with different masses can be employed effectively to manage the (SSSI) effects.

Słowa kluczowe

EN

SSSI; different superstructure masses; height ratios; dissimilar adjacent bridges; nonlinear; seismic; three dimensional

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2024
• Tom: Vol. 46, nr 1
• Strony: 45--75
• Opis fizyczny: Bibliogr. 36 poz., rys., tab.

Twórcy

autor

Alfach Mohanad Talal

• School of Mathematics, Computer Science and Engineering, Department of Civil Engineering City, University of London, UK

Bibliografia

• [1] Kim, Kyung Tae., 2014. Three-dimensional nonlinear seismic response of large-scale ground-structure systems. University of California, San Diego. Ph.D. dissertation, La Jolla, CA. https://escholarship.org/uc/item/3x7237xp
• [2] Bolisetti, C., and Whittaker, A.S., 2015. Site Response, Soil-Structure Interaction and Structure-Soil- Structure Interaction for Performance Assessment of Buildings and Nuclear Structures, Technical Report MCEER-15-0002, MCEER, University at Buffalo. http://www.buffalo.edu/mceer/catalog. host.html/content/shared/www/mceer/publications/MCEER- 15- 0002.detail.html
• [3] Lu, Yang., Li, Bo., Xiong, Feng., Ge, Qi., Zhao, Peng., Liu, Yang., 2020. Simple discrete models for dynamic structure-soil-structure interaction analysis. Engineering Structures. Volume 206, 110188. https://doi.org/10.1016/j.engstruct.2020.110188
• [4] Bybordiani, M., and Arici, Y., 2019. Structure-soil-structure interaction of adjacent buildings subjected to seismic loading. Earthq. Eng. Struct. Dyn, 48, 731–748. https://doi. org/10.1002/eqe.3162
• [5] Isbiliroglu, Y., Taborda, R., Bielak, J., 2015. Coupled soil-structure interaction effects of building clusters during earthquakes. Earthquake Spectra, Vol.31, Issue1. https://doi. org/10.1193/102412EQS315M
• [6] Bolisetti, C., and Whittaker, A.S., 2020. Numerical investigations of structure-soil-structure interaction in buildings, Engineering Structures, 215 – 110709. https://doi. org/10.1016/j.engstruct.2020.110709
• [7] Ogut, oguz can., 2017. Soil-Structure Interaction Effect of Embedded Foundation and Adjacent Buildings on Response Characteristics of Superstructures. Nagoya University, Nagoya. Ph.D. dissertation, Japan.
• [8] Yahyai, M., Mirtaheri, M., Mahoutian, M., Daryan, A. S. & Assareh, M. A., 2008. Soil structure interaction between two adjacent buildings under earthquake load. American Journal of Engineering and Applied Sciences, 1(2), 121-125. https://doi. org/10.3844/ajeassp.2008.121.125
• [9] Álamo, Meneses., G. M., Padrón Hernández, L. A., Aznárez González, J. J., & Maeso Fortuny, O., 2015. Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely-incident seismic shear waves. Soil dynamics and earthquake engineering, Vol.78, 142-153. https://doi.org/10.1016/j.soildyn.2015.07.013
• [10] Rahgozar, M.A., 2015. Accounting for soil nonlinearity in three-dimensional seismic structure-soil- structure-interaction analyses of adjacent tall buildings structures. International journal of civil engineering, 13 (3 and 4B) ,213-225. DOI: 10.22068/IJCE.13.3.213
• [11] Nakamura, S., Nakamura, N., Suzuki, T., Inoda, K., Kosaka, K., 2012. Study on the Influence of Irregular Ground and Adjacent Building on the Seismic Response of Nuclear Power Plant Building. 15 WCEE, LISBOA 2012. https://www.iitk.ac.in/nicee/ wcee/article/WCEE2012_1367.pdf
• [12] Roy, Christine., Bolourchi, Said., & Eggers, Daniel., 2015. Significance of structure-soil-structure interaction for closely spaced structures. Nuclear Engineering and Design, Vol. 295, 680-687. https://doi.org/10.1016/j.nucengdes.2015.07.067
• [13] Barrios, G., Chouw, N., 2015. Experimental investigations of interaction between structure, soil and adjacent structures, In NZSEE Conference, New Zealand.
• [14] Ikeda, Y., Shimomura, Y., Nakamura, M., Haneda, O., Arai, T., 2004. Dynamic influence of adjacent structures on pile foundation based on forced vibration tests and earthquake observation. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada. https://www.iitk.ac.in/ nicee/wcee/article/13_1869.pdf.
• [15] Larkin, T., Qin, X., Chouw, N., 2016. Effect of local site on sfsi of clustered structures. Conference: NatHaz 16 - Soil characterization and site effects, S. Miguel, Portugal
• [16] Ge, Qi., Xiong, Feng., Zhang, Jing., 2020. Study on dynamic structure-soil-structure interaction of three adjacent tall buildings subjected to seismic loading. Sustainability, 12(1), 336. https://doi.org/10.3390/su12010336
• [17] Trombetta, N.W., Mason, H.B., Hutchinson Tara, C., Zupan Joshua, D., Bray Jonathan, D., Kutter Bruce, L., 2014. Nonlinear soil-foundation-structure and structure-soil-structure interaction: centrifuge test observations. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 140, Issue 5. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001074
• [18] Andersen, L.V., Peplow, A., Bucinskas, P., Persson, P., Persson, K., 2017. Variation in models for simple dynamic structure– soil–structure interaction problems. Procedia Engineering, Vol. 199. https://doi.org/10.1016/j.proeng.2017.09.190
• [19] Gan, Jinsong., Li, Peizhen and Liu, Qiang., Chen, Jiang., 2017. Shaking table test of dynamic interaction of soil – high-rise buildings. European Journal of Environmental and Civil Engineering, 21:3, 249-271, https://doi.org/10.1080/19648189. 2015.1110057
• [20] Wang, Huai-feng., 2018. Structure-soil-structure interaction between underground structure and surface structure, Earthquakes - Forecast, Prognosis and Earthquake Resistant Construction, Valentina Svalova, IntechOpen. DOI: 10.5772/ intechopen.76243
• [21] Bard, P. Y., Boutin, C., Dietz, M. S., Schwan, L., 2013. Study of multi-building interactions and site- city effects through an idealized experimental model, Seismic Engineering Research Infrastructures for European Synergies, Project No.: 227887, Final report. http://www.series.upatras.gr/sites/default/files/ file/SERIES_SCIES_final%20report.pdf
• [22] Schwan, L., Boutin, C., Padrón, L.A., Dietz, M.S., Bard, P.Y., Taylor, C., 2016. Site-city interaction: theoretical, numerical and experimental crossed-analysis. Geophys. J. Int, Vol. 205, Issue 2, 1006-1031. https://doi.org/10.1093/gji/ggw049
• [23] Mason, H. B., Trombetta, N. W., Gille, S., Lund, J., Zupan, J., Jones, K. C., Puangnak, H., Bolisetti, C., Bray, J., Hutchinson, T., Fiegel, G., Kutter, B. L., Whittaker, A. S., 2010a. Seismic Performance Assessment in Dense Urban Environments: Centrifuge Data Report for HBM02 (Test 1). Davis Center for Geotechnical Modeling, University of California. Davis, California.
• [24] Ngo, Van-Linh., Kim, Jae-Min., Chang, Soo-Hyuk and Lee, Changho., 2019. Effect of height ratio and mass ratio on structure-soil-structure interaction of two structures using centrifugal experiment. Appl. Sci, 9(3), 526. https://doi. org/10.3390/app9030526
• [25] Alam, Md Iftekharul., Kim, Dookie., 2014. Spatially varying Ground Motion Effects on Seismic Response of Adjacent Structures Considering Soil-Structure Interaction. Advances in Structural Engineering, Vol. 17 No. 1 2014. https://doi. org/10.1260/1369-4332.17.1.131
• [26] Ritter, Stefan., 2017. Experiments in tunnel-soil-structure interaction. Thesis (PhD). Department of Engineering, University of Cambridge.
• [27] Alfach, Mohanad Talal., 2023. “Effect of Structure-Soil- Structure Interaction (SSSI) between three dissimilar adjacent bridges”. Geotechnical and Geological Engineering. https:// doi.org/10.1007/s10706-023-02468-8
• [28] Knappett, J.A., Madden, P., Caucis, K., 2015. Seismic structure-soil-structure interaction between pairs of adjacent building structures. Geotechnique, 65, 429–441. https://doi. org/10.1680/geot.SIP.14.P.059
• [29] Ada, M., and Ayvaz, Y., 2019. The structure-soil-structure interaction effects on the response of the neighbouring frame structures. Latin American Journal of Solids and Structures,16(8), e224. https://doi.org/10.1590/1679- 78255762
• [30] Vicencio, F., Alexander, N., Erick, I., 2023. A State-of-the-Art review on Structure-Soil-Structure interaction (SSSI) and Site- City interactions (SCI). Structures, Vol. 56. https://doi.org/10.1016/j.istruc.2023.105002
• [31] Ghasemzadeh, H., Alibeikloo, M., 2011. Pile–soil–pile interaction in pile groups with batter piles under dynamic loads. Soil Dynamics and Earthquake Engineering, Vol. 31, Issue. 8. https://doi.org/10.1016/j.soildyn.2011.04.005
• [32] Asgarian, B., Shokrgozar, R., Shahcheraghi, D., and Ghasemzadeh, H., 2018. “Effect of soil pile structure interaction on dynamic characteristics of jacket type off shore platforms,” Coupled systems mechanics. 테크노프레스, Vol.1, Issue. 4. https://doi.org/10.12989/csm.2012.1.4.381
• [33] Ghasemzadeh, H., Tarzaban, M. & Hajitaheriha, M.M., 2018. Numerical Analysis of Pile–Soil–Pile Interaction in Pile Groups with Batter Piles. Geotech Geol Eng 36, 2189–2215. https://doi. org/10.1007/s10706-018-0456-4
• [34] Alfach, Mohanad Talal., Al Helwani, Amjad., 2019. Seismic interactions between adjacent and crossing bridges on deep foundations in nonlinear soil. Geomechanics and Geoengineering. https://doi.org/10.1080/17486025.2019.164 8883
• [35] Alfach, Mohanad Talal., 2021. Seismic structure-soil-structure interaction between two different adjacent piled bridges founded in nonlinear soil. Geomechanics and Geoengineering. https://doi.org/10.1080/17486025.2021.1928764
• [36] Chopra, A. K., 2012. Dynamics of structures theory and applications to earthquake engineering , p. 416. Upper Saddle River: Prentice Hall. ACDSee print job (gacbe.ac.in)