Abstract
This study focuses on the vibration effects of both metro (subway) tunnel construction and metro-operating traffic on existing buildings. To that end, a four-story reinforced concrete building located between two metro tunnels of Üsküdar–Ümraniye–Çekmeköy Metro Project (UUCMP) was monitored both during the tunneling stages of construction and after the metro traffic started. Acceleration records were gathered from the building during the pass of two tunnel boring machines (TBMs) just below the building. Both magnitudes of the acceleration and the building frequencies were investigated for the active and passive stages of TBMs. The operation of the first TBM caused an obvious increase in the magnitudes of the vibration measured from the building, while the operation of the second TBM did not show any meaningful increase in the vibration magnitudes. These data were evaluated together with the characteristics of the soil between the building and the metro tunnels. After the completion of the construction, the metro lines were put into service. In this stage, acceleration measurements were gathered to reveal the effects of metro traffic on the studied building as well. It was seen that the metro traffic increased the magnitude of the vibration on the building. Firstly, this study underlined the importance of the soil profile between the tunnels and the studied structures for the propagation of TBM-induced vibrations. Secondly, in both tunnels, daily metro traffic caused higher magnitudes of vibration on the studied building compared with those of the TBMs. In conclusion, TBM vibration data can be used for detecting and determining critical structures in order to take precautions during the construction stage before the metro lines are put into service.
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References
Altunışık AC, Bayraktar A, Sevim B, Özdemir H (2011) Experimental and analytical system identification of Eynel arch type steel highway bridge. J Constr Steel Res 67(12):1912–1921
Aras F (2016a) Frequency variation in construction stages and model validation for steel buildings. Steel Compos Struct 22(3):647–662
Aras F (2016b) Ambient and forced vibration testing with numerical identification for RC buildings. Earthquakes Struct 11(5):809–822
Arioglu E (2000) Lecturing notes of tunneling and associated technologies, Yıldız Technical University, Civil Engineering Department
M Carnevale, G Young & J Hager (2000) Monitoring of TBM-induced ground vibrations. North American Tunneling 00, Ozdemir (ed.) © 2000 Balkema, Rotterdam.
Chopra A (2007) Dynamics of Structures. Prentice Hall, Upper Saddle River
Connolly DP, Alves Costa P, Kouroussis G, Galvin P, Woodward PK, Laghrouche O (2015) Large scale international testing of railway ground vibrations across Europe. Soil Dyn Earthq Eng 71:1–12. https://doi.org/10.1016/j.soildyn.2015.01.001
Degen KG, Behr W, Grütz H-P (2006) Investigations and results concerning railway induced ground-borne vibrations in Germany. J Sound Vib 293(3–5):865–872. https://doi.org/10.1016/j.jsv.2005.12.021
Ding L, Wu X, Zhang L, Skibniewski MJ (2015) How to protect historical buildings against tunnel-induced damage: a case study in China. J Cult Herit 16(6):904–911
Elmenhorst E-M, Pennig S, Rolny V, Quehl J, Mueller U, Maaß H et al (2012) Examining nocturnal railway noise and aircraft noise in the field: sleep, psychomotor performance, and annoyance. Sci Total Environ 424:48–56. https://doi.org/10.1016/j.scitotenv.2012.02.024
Heckl M, Hauck G, Wettschureck R (1996) Structure-borne sound and vibration from rail traffic. J Sound Vib 193(1):175–184
Hiller D (2011) The prediction and mitigation of vibration impacts of tunneling, Paper Number 5, Proceedings of ACOUSTICS, Gold Coast, Australia
Hızel M. (2016) Technical notes of jobsite for tunnel geology
International union of railways November 2017, Railway induced vibration - state of the art report
Ju SH, Lin HT, Huang JY (2009) Dominant frequencies of train induced vibrations. J Sound Vib 319:247–259
Konstantinos V (2018) Ground-borne noise and vibration transmitted from subway networks to multistory reinforced concrete buildings. TRANSPORT ISSN 1648-4142 / eISSN 1648-3480 2018 Volume 33(2): 446–453.
Kouroussis G, Conti C, Verlinden O (2013) Experimental study of ground vibrations induced by Brussels IC/IR trains in their neighborhood. Mech Ind 14(2):99–105. https://doi.org/10.1051/meca/2013059
Ling XZ, Chen SJ, Zhu ZY, Zhang F, Wang LN, Zou ZY (2010) Field monitoring on the train-induced vibration response of track structure in the Beiluhe permafrost region along Qinghai–Tibet railway in China. Cold Reg Sci Technol 60(1):75–83. https://doi.org/10.1016/j.coldregions.2009.08.005
Melke J, Kraemer S (1983) Diagnostic methods in the control of railway noise and vibration. J Sound Vib 87(2):377–386
Mirhabibi A, Soroush A (2013) Effects of building three-dimensional modeling type on twin tunneling-induced ground settlement. Tunn Undergr Space Technol 38:224–234
Namlı M (2016) Effect of changing the tunnelling methodology from NATM to TBM, on cost and duration in Uskudar –Umraniye Cekmeköy Metro Project. TBM Digs 2016, Istanbul Turkey
Ocak İ (2009) Environmental effects of tunnel excavation in soft and shallow ground with EPBM: the case of Istanbul. Environ Earth Sci 59:347–352
Sanayei M, Kayiparambil PA, Moore JA, Brett CR (2014) Measurement and prediction of train-induced vibrations in a full-scale building. Eng.Struct. 77:119–128. https://doi.org/10.1016/j.engstruct.2014.07.033
Sevim B, Altunışık AC, Bayraktar A (2012) Earthquake behavior of Berke arch dam using ambient vibration test results. J Perform Constr Facil 26(6):780–792
Tang Y, Yang Q, Yu H (2014) Changes of the pore distribution of silty clay under the subway train loads. Environ Earth Sci 72:3099–3110
Thompson D (2009) Railway noise and vibration, mechanisms, modelling and means of control, 2nd edn. Elsevier Ltd., Oxford
Torija AJ, Ruiz DP, Coensel DB, Botteldooren D, Berglund B, Ramos-Ridao Á (2011) Relationship between road and railway noise annoyance and overall indoor sound exposure. Transp Res Part D: Transp Environ 16(1):15–22. https://doi.org/10.1016/j.trd.2010.07.012
Vogiatzis K (2012) Environmental ground borne noise and vibration protection of sensitive cultural receptors along the Athens Metro Extension to Piraeus. Sci Total Environ 439:230–237. https://doi.org/10.1016/j.scitotenv.2012.08.097
Yang J, Zhu S, Zhai W, Kouroussis G, Wang Y, Wang K, Lan K, Xu F (2019) Prediction and mitigation of train-induced vibrations of large-scale building constructed on subway tunnel. Sci Total Environ 668:485–499. https://doi.org/10.1016/j.scitotenv.2019.02.397
Zhai WM, Wei K, Song XL, Shao MH (2015) Experimental investigation into ground vibrations induced by very highspeed trains on a non-ballasted track. Soil Dyn Earthq Eng 72:24–36. https://doi.org/10.1016/j.soildyn.2015.02.002
Zou C, Wang Y, Wang P, Guo J (2015) Measurement of ground and nearby building vibration and noise induced by trains in a metro depot. Sci Total Environ 536:761–773. https://doi.org/10.1016/j.scitotenv.2015.07.123
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The authors would like to thank Istanbul Metropolitan Municipality and Metro Istanbul.
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The authors also wish to acknowledge the financial support of Tübitak (The Scientific and Technological Research Council of Turkey) for covering the expenses of the 1st, corresponding, author while he was a visiting scholar at the Center for Underground Infrastructure Research and Education (Cuire), University of Texas at Arlington.
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Responsible Editor: Zeynal Abiddin Erguler
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Namli, M., Aras, F. Investigation of effects of dynamic loads in metro tunnels during construction and operation on existing buildings. Arab J Geosci 13, 424 (2020). https://doi.org/10.1007/s12517-020-05456-x
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DOI: https://doi.org/10.1007/s12517-020-05456-x