Abstract
TBM vibration is inevitable during excavation in hard rock or mixed face ground conditions (MFC) and is detrimental to equipment safety and environmental protection. However, the cutting-induced vibration can help clarify the TBM-ground interaction and provide a valuable ground identification approach. In the present investigation, a field measurement of TBM vibration in changing ground conditions was carried out with accelerometers mounted on the TBM bulkhead. The vibration characteristics and patterns under different ground conditions were compared by signal processing, and their relationships to the operating parameters were investigated. The results showed that the TBM dynamic response was highly dependent on geological conditions. In homogeneous soft ground (HSG), the magnitude of vibration was low and stable, while under the MFC, the high frequency and strong vibration occurred. The vibration waveform in the MFC had an apparent periodicity and was consistent with the cutter head rotation speed. In addition, the signal consisted of a series of periodical impulses with intervals, revealing the rock-cutting process. Since the TBM vibration was sensitive to ground changes, it could provide valuable and precise information about the cutting face ground conditions. This investigation of the relationship between the ground and vibration can provide a foundation for vibration-based ground identification, which is a potential application in simultaneously tracking geological conditions during tunneling.
Similar content being viewed by others
References
Abate G, Corsico S, Grasso S et al (2020) Analysis of the vibrations induced by a TBM to refine soil profile during tunneling: the Catania case history. In: Tunnels and underground cities: engineering and innovation meet archaeology, architecture and art: volume 3: geological and geotechnical knowledge and requirements for project implementation. CRC Press, Hoboken, pp 567–576
Ates U, Copur H, Mamaghani AS et al (2019) Investigation of vibration patterns occurred during tbm excavation and rock cutting tests. In: Rock dynamics summit—proceedings of the 2019 rock dynamics summit, RDS 2019. CRC Press, Balkema, pp 729–734
Balci C (2009) Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation: a case study in Kozyatagi-Kadikoy metro tunnel, Turkey. Tunn Undergr Sp Technol 24:423–435. https://doi.org/10.1016/j.tust.2008.12.001
Bilgin N, Acun S (2021) The effect of rock weathering and transition zones on the performance of an EPB-TBM in complex geology near Istanbul. Turkey Bull Eng Geol Environ 80:3041–3052. https://doi.org/10.1007/s10064-021-02142-4
Blindheim OT, Grøv E, Nilsen B (2002) The effect of mixed face conditions (MFC) on hard rock TBM performance. Ita 2002:440–446
Brückl E, Chwatal W, Mertl S, Radinger A (2008) Exploration ahead of a tunnel face by TSWD—tunnel seismic while drilling. Geomech Und Tunnelbau 1:460–465. https://doi.org/10.1002/geot.200800050
Buckley J (2015) Monitoring the vibration response of a tunnel boring machine: application to real time boulder detection. In: Master Thesis, Colorado School of Mines, USA
Delisio A, Zhao J, Einstein HH (2013) Analysis and prediction of TBM performance in blocky rock conditions at the Lötschberg Base Tunnel. Tunn Undergr Sp Technol 33:131–142. https://doi.org/10.1016/j.tust.2012.06.015
Entacher M, Winter G, Bumberger T et al (2012) Cutter force measurement on tunnel boring machines—system design. Tunn Undergr Sp Technol 31:97–106. https://doi.org/10.1016/j.tust.2012.04.011
Goupillaud P, Grossmann A, Morlet J (1984) Cycle-octave and related transforms in seismic signal analysis. Geoexploration 23:85–102. https://doi.org/10.1016/0016-7142(84)90025-5
Hiller DM, Crabb GI (2000) Groundborne vibration caused by mechanised construction works. In: Crowthorne, Berkshire
Hiller DM (1999) The prediction of groundborne vibration caused by mechanised construction works. University of Surrey
Hiller DM (2011) The prediction and mitigation of vibration impacts of tunnelling. In: Australian Acoustical SocietyConference 2011, Acoustics 2011: Breaking New Ground, pp 1–8
Huang X, Liu Q, Liu H et al (2018) Development and in-situ application of a real-time monitoring system for the interaction between TBM and surrounding rock. Tunn Undergr Sp Technol 81:187–208. https://doi.org/10.1016/j.tust.2018.07.018
Huo J, Sun X, Li G et al (2015a) Multi-degree-of-freedom coupling dynamic characteristic of TBM disc cutter under shock excitation. J Cent South Univ 22:3326–3337. https://doi.org/10.1007/s11771-015-2873-3
Huo J, Wu H, Yang J et al (2015b) Multi-directional coupling dynamic characteristics analysis of TBM cutterhead system based on tunnelling field test. J Mech Sci Technol 29:3043–3058. https://doi.org/10.1007/s12206-015-0701-1
Kreutzer I (2014) TSWD—state of the art and curent developments. In: Symposium on the application of geophysics to engineering and environmental problems 2014. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, pp 533–536
Lazarová E, Kruľáková M, Labaš M et al (2020) Vibration signal for identification of concrete drilling process and drill bit wear. Eng Fail Anal. https://doi.org/10.1016/j.engfailanal.2019.104302
Ling J, Sun W, Yang X et al (2018) Vibration response and parameter influence of TBM cutterhead system under extreme conditions. J Mech Sci Technol 32:4959–4969. https://doi.org/10.1007/s12206-018-0944-8
Liu Q, Wu J, Zhang XP et al (2020) Microseismic monitoring to characterize structure-type rockbursts: a case study of a TBM-excavated tunnel. Rock Mech Rock Eng 53:2995–3013. https://doi.org/10.1007/s00603-020-02111-5
Liu M, Liao S, Li J (2017) Evaluation of the construction effectiveness for shield tunneling in complex ground based on FCE and AHP. In: Geotechnical Frontiers 2017. American Society of Civil Engineers, Reston, VA, pp 556–565
Liu M, Liao S, Xiao L, Cheng C (2018) Stratigraphic classification based on the evaluated difficulty of the construction by using shield tunneling machine. In: Transportation research congress 2016. American Society of Civil Engineers, Reston, VA, pp 577–589
Macias FJ, Büchi E, Plinninger R, Alber M (2020) On the definition and classification of mixed face conditions (MFC) in hard rock TBM tunnelling. In: ISRM International symposium—EUROCK 2020. International Society for Rock Mechanics and Rock Engineering, physical event not held, p 8
Mooney M, Walter B, Steele J, Cano D (2014) Influence of geological conditions on measured TBM vibration frequency. In: North American Tunneling: 2014 Proceedings, pp 32–41
Pan Y, Liu Q, Peng X et al (2019) Full-scale linear cutting tests to propose some empirical formulas for TBM disc cutter performance prediction. Rock Mech Rock Eng 52:4763–4783. https://doi.org/10.1007/s00603-019-01865-x
Peng X, Liu Q, Pan Y et al (2018) Study on the influence of different control modes on TBM disc cutter performance by rotary cutting tests. Rock Mech Rock Eng 51:961–967. https://doi.org/10.1007/s00603-017-1368-y
Petronio L, Poletto F (2002) Seismic-while-drilling by using tunnel boring machine noise. Geophysics 67:1798–1809. https://doi.org/10.1190/1.1527080
Petronio L, Poletto F, Schleifer A, Morino A (2003) Geology prediction ahead of the excavation front by Tunnel-Seismic-While-Drilling (TSWD) method. SEG Tech Progr Expand Abstr 22:1211–1214. https://doi.org/10.1190/1.1817499
Ren DJ, Shen SL, Arulrajah A, Cheng WC (2018) Prediction model of TBM disc cutter wear during tunnelling in heterogeneous ground. Rock Mech Rock Eng 51:3599–3611. https://doi.org/10.1007/s00603-018-1549-3
Shannon CE (1949) Communication in the presence of noise. Proc IRE 37:10–21. https://doi.org/10.1109/JRPROC.1949.232969
Shirlaw JN (2016) Pressurised TBM tunnelling in mixed face conditions resulting from tropical weathering of igneous rock. Tunn Undergr Sp Technol 57:225–240. https://doi.org/10.1016/j.tust.2016.01.018
Sun W, Ling J, Huo J et al (2013) Dynamic characteristics study with multidegree-of-freedom coupling in TBM cutterhead system based on complex factors. Math Probl Eng. https://doi.org/10.1155/2013/635809
Walter BW (2013) Detecting changing geologic conditions with tunnel boring machines by using passive vibration measurements. Phd Thesis, Colorado School of Mines, USA
Wu F, Gong Q, Li Z et al (2021) Development and application of cutterhead vibration monitoring system for TBM tunnelling. Int J Rock Mech Min Sci 146:104887. https://doi.org/10.1016/j.ijrmms.2021.104887
Yang Z, Pan D, Zhou J et al (2020) Vibration characteristics of cutter-head in soft-hard mixed stratum: an experimental case study on Su’ai tunnel. KSCE J Civ Eng 24:1338–1347. https://doi.org/10.1007/s12205-020-0966-5
Yin L, Miao C, He G et al (2016) Study on the influence of joint spacing on rock fragmentation under TBM cutter by linear cutting test. Tunn Undergr Sp Technol 57:137–144. https://doi.org/10.1016/j.tust.2016.02.018
Zhang ZX (2004) Estimate of loading rate for a TBM machine based on measured cutter forces. Rock Mech Rock Eng 37:239–248. https://doi.org/10.1007/s00603-004-0025-4
Zhang ZX, Kou SQ, Lindqvist P-A (2003) In-situ Measurements of Cutter Forces on Boring Machine at Äspö Hard Rock Laboratory Part II. Characteristics of Cutter Forces and Examination of Cracks Generated. Rock Mech Rock Eng 36:63–83. https://doi.org/10.1007/s00603-002-0037-x
Zhang K, Yu H, Liu Z, Lai X (2010) Dynamic characteristic analysis of TBM tunnelling in mixed-face conditions. Simul Model Pract Theory 18:1019–1031. https://doi.org/10.1016/j.simpat.2010.03.005
Zhang Z, Zhang K, Dong W, Zhang B (2020) Study of Rock-Cutting Process by Disc Cutters in Mixed Ground based on Three-dimensional Particle Flow Model. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-020-02118-y
Zheng YL, Zhang QB, Zhao J (2016) Challenges and opportunities of using tunnel boring machines in mining. Tunn Undergr Sp Technol 57:287–299. https://doi.org/10.1016/j.tust.2016.01.023
Acknowledgements
This work was supported by the National Natural Science Foundation of China (Grant no. 52090082), Natural Science Foundation of Shandong Province, China (Grant no. ZR2020ME243), and the projects (Grant no. 19511100802) supported by the Shanghai Committee of Science and Technology. The authors thank China Railway No. 10 Engineering Group Co. Ltd. for the fieldwork support.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Liu, MB., Liao, SM., Men, YQ. et al. Field Monitoring of TBM Vibration During Excavating Changing Stratum: Patterns and Ground Identification. Rock Mech Rock Eng 55, 1481–1498 (2022). https://doi.org/10.1007/s00603-021-02714-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00603-021-02714-6