Abstract
The use of high-speed railway network is becoming widespread in Turkey. High-speed passenger trains with a maximum of 250–300-km/h speed and a maximum of 22.5-t force axle loads can generate high levels of ground-borne vibration, especially in the high frequencies. Railway traffic on soft soil deposits for which measured shear velocity value is as low as 200 km/h can cause structural damage to the surrounding buildings. There has been a substantial increase in the studies on ground-borne vibration problems in the vicinity of the railway lines due to the passage of high-speed trains in recent years. The aim of this study is to evaluate the effect of the high-speed train-induced environmental vibration in terms of human exposure to vibration in buildings and effects of vibration on structures according to the USA, Federal Transportation Administration (FTA) and German (DIN 4150-Parts 2 and 3) norms by using the verified finite element model based on in situ measurements. The 2-D finite element model dealt under the plane-strain condition with simulation of the moving load fully considers the vibrational energy dissipation by using viscous boundaries along the truncated interfaces of the infinite soil domain. In order to make a comparison with the threshold values defined in German and FTA standards, velocity response curves and frequency content at the measurement points where the accelerometers are located in the free field are obtained numerically for different soil types according to Turkish Earthquake Standard (TBDY 2018). Generally, it is observed that the unfavorable effects on human perception and building safety are increased when the ground rigidity underlying of building foundation has decreased.
Similar content being viewed by others
References
Anderson DC (1994) Engineering prediction of railway vibration transmitted in buildings. Environ Eng 7(1):14–19
Ates S, Celebi E, Kirtel O, Zulfikar AC, Goktepe F (2019) Measurement of vibrations generated by high-speed railway traffic and evaluation according to international norms. IOP Conf Ser Mater Sci Eng 800:012005
Bahrekazemi M (2004) “Train-induced ground vibration and its prediction”, Ph.D. thesis, Royal Institute of Technology, Stockholm, Sweden
Blachowski Bartlomiej Dominik, Pnevmatikos Nikos (2018) “Neural network based vibration control of seismically excited civil structures”. Periodica Polytechnica Civ Eng 1587–3773
Bose T, Choudhury D, Asce M, Sprengel J, Ziegler M (2018) Efficiency of open and infill trenches in mitigating ground-borne vibrations. J. Geotech. Geoenviron. Eng. 144(8):04018048
Celebi E, Kirtel O (2013) Non-linear 2-D FE modeling for prediction of screening performance of thin-walled trench barriers in mitigation of train-induced ground vibrations. Constr Build Mater 2013(42):122–131
Celebi E, Goktepe F (2012) Non-linear 2 2-D FE analysis for the assessment of isolation performance of wave impeding barrier in reduction of railway railway-induced surface waves. Constr Build Mater 2012(36):1–13
Chen Q, Li Y, Ke W, Basack S, Xu C (2021) “New technique for ground vibration mitigation by horizontally buried hollow pipes”, ASCE Library. Int J Geomech 21(7)
DIN 4150-2 (1999), “Structural Vibration: Part 2: Human exposure to vibration in buildings”, Deutsches Institute für Normung (DIN), Germany
DIN 4150-3 (1999), “Structural vibration: Part 3: Effects of vibration on structures”, Deutsches Institute für Normung (DIN), Germany
Faizan AA, Kirtel O, Celebi E, Zulfikar AC, Goktepe F (2020) “Experimental and numerical study on free field motion due to passage of high-speed train considering different types of soil”, In: International Conference on Noise and Vibration Engineering, ISMA2020, Leuven, Belgium, September, 2585–2597
FTA - Federal Transit Administration (2006), “Transit noise and vibration ımpact assessment”. The Administration, Washington, USA
Gao GY, Chen QS, He JF, Liu F (2012) Investigation of ground vibration due to trains moving on saturated multi-layered ground by 2.5D finite element method. Soil Dyn Earthq Eng 40:87–98
Hu J, Luo Y, Ke Z, Liu P, Xu J (2018) Experimental study on ground vibration attenuation induced by heavy freight wagons on a railway viaduct. J Low Freq Noise Vibration Active Control 37(4):881–895
Kaynia AM, Madshus C, Zackrisson P (2000) Ground vibration from high-speed trains: prediction and countermeasure. J Geotech Geoenvironmental Eng 126(6):531–537
Kontoni DPN, Farghaly AA (2020) Mitigation of train-induced vibrations onnearby high-rise buildings by open or geofoam-filled trenches. J Vibroengineering 22(2):416–426
Li P, Ling X, Zhang F, Li Y, Zhao Y (2017) Field testing and analysis of embankment vibrations ınduced by heavy haul trains. Shock Vib 2017(1):1–14
Liao WI, Teng TJ, Yeh CS (2005) A method for the response of an elastic half-space to moving sub-Rayleigh point loads. J Sound Vib 284(1–2):173–188
Pnevmatikos Nikos G, Gantes Charis J (2009) Sliding mode control for structures based on the frequency content of the earthquake loading. Smart Struct Syst 5(3):209–221
Ribes LF, Marzal S, Zamorano C, Real J (2017) Numerical modelling of building vibrations due to railway traffic: analysis of the mitigation capacity of a wave barrier. Shock Vib 2017(4):1–11
Ropars P, Vuylsteke X, Augis E (2018) “Vibrations induced by metro in sensitive buildings; experimental and numerical comparisons”, In: 11th European Congress and Exposition on Noise Control Engineering, Euronoise 2018, Crete, Greece, May 381–1386
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
Sanayei M, Maurya P, Moore JA (2013) Experiment of building foundation and ground borne vibrations due to surface trains and subways. Eng Struct 53:102–111
Schmid G, Verbic B (1997) “Modellierung der Erschütterung aus dem Schienenverkehr mit der Randelelementmethode,” In: Bachmann H, editor. Erdbebensicherung bestehender Bauwerke und aktuelle Fragen der Baudynamik, Tagungsband D-A-CH’97. SIA, Dokumentation DO145
Senalp AD, Arikoglu A, Ozkol I, Dogan VZ (2010) Dynamic response of a finite length euler-bernoulli beam on linear and nonlinear viscoelastic foundations to a concentrated moving force. J Mech Sci Technol 24(10):1957–1961
Takemiya H, Bian X (2005) Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage. J Eng Mech ASCE 131(7):699–711
TBDY (2018) Turkish Building Earthquake Code, Turkey (2018)
Tekergul E, Zulfikar AC, Celebi E, Kirtel O, Goktepe F (2019) “Effect of trench barrier on free field motion due to the train and highspeed train passages”. In: Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Crete, Greece, June 2019
Thompson D (2009) Railway noise and vibration, mechanisms, modelling and means of control, 2nd edn. Elsevier Ltd., Oxford
Tosecky A (2001) “Nümerische Untersuchung der Erschüterrungsausbreitung infolge bewegter Lasten auf einem Feste Fahrbahn-System mittels der Methode der dünnen Schichten/Methode der flexiblen Volumen”, Diploma thesis. Ruhr Universität, Bochum, Germany
Triepaischajonsak N, Thompson DJ (2015) A hybrid modelling approach for predicting ground vibration from trains. J Sound Vib 335:147–173
Vogiatzis KE, Kouroussis G (2015) Prediction and efficient control of vibration mitigation using floating slabs: practical application at Athensmetro lines 2 and 3. Int J Rail Transp 3(4):215–232
Wanming Z, Zhenxing H, **aolin S (2010) Prediction of highspeed train induced ground vibration based on train-track-ground system model. Earthq Eng Eng Vib 9(4):545–554
**a H, Chen J, Wei P, **a C, De Roeck G, Degrande G (2009) Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building. J Earthq Eng Vib 8(1):137–148
Xu R, Li X, Yang W, Rabiei M, Yan C, Xue S (2019) Field measurement and research on environmental vibration due to subway systems: a case study in Eastern China. Sustainability 11(23):6835
Yang J, Li P, Lu Z (2018) Numerical simulation and ın-situ measurement of ground-borne vibration due to subway system. Sustainability 10(7):2439
Zhai WM, Wei K, Song XL, Shao MH (2015) “Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track”, Soil Dyn. Earthq Eng 72:24–36
Zhang L, Feng Q (2011) “Experimental analysis on ground vibration generated by high-speed train”. In: Third International Conference on Transportation Engineering, Chengdu, China, ASCE, 1597–1602
Zhang Z, Ma F, Zhang B (2018) Vibration measurement of long-span floors in high-speed railway station. J Vibroengineering 20(7):2705–2719
Zou C, Wang Y, Tao Z (2020) Train-ınduced building vibration and radiated noise by considering soil properties. Sustainability 12(3):1–17
Funding
This research is funded by TÜBİTAK (The Scientific and Technological Research Council of Turkey) under the grant No: 217M427.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no competing interests.
Additional information
Responsible Editor: Amjad Kallel
This paper was selected from the 3rd Conference of the Arabian Journal of Geosciences (CAJG), Tunisia 2020
Rights and permissions
About this article
Cite this article
Faizan, A., Çelebi, E., Kırtel, O. et al. Evaluation of human exposure and building damage to high-speed train-induced ground-borne vibration based on numerical studies: A comparison with international standards. Arab J Geosci 15, 779 (2022). https://doi.org/10.1007/s12517-022-09985-5
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-022-09985-5