Reliability analysis of 1D estimation for TBM operational parameters

Oveis Farzay , Marilena Cardu

Underground Space ›› 2026, Vol. 27 ›› Issue (2) : 72 -91.

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Underground Space ›› 2026, Vol. 27 ›› Issue (2) :72 -91. DOI: 10.1016/j.undsp.2025.10.004
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Reliability analysis of 1D estimation for TBM operational parameters
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Abstract

Accurate TBM performance estimation is essential for effective tunnel design and planning. This study introduces a one-dimensional (1D) estimation model that estimates thrust, torque, power, cutterhead speed, and tool count using only excavation diameter. The model was developed across four TBM types-open, single shield (SS), double shield (DS), and earth pressure balance (EPB)-to isolate the influence of diameter from other variables. Validation against existing models and a 52-case independent dataset confirmed strong correlations: torque scales with the cube of the excavation diameter (R2 = 0.89 for EPB), power grows faster than linearly (R2 = 0.83 for EPB), thrust increases supra-linearly (R2 = 0.79 for EPB), and cutterhead speed decreases with diameter (R2 = 0.87 for open TBM). Tool count grows proportionally. A reliability matrix compares model accuracy and data support, aiding selection based on both fitness and robustness. This 1D model offers fast, consistent estimates for early-stage assessments. While it excludes detailed geological input, it is suited for feasibility studies and preliminary design. Future work will incorporate additional ground and machine parameters and extend validation across a broader range of tunneling conditions to enhance generalizability.

Keywords

1D model / Excavation diameter / TBM operational parameters / Reliability matrix

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Oveis Farzay, Marilena Cardu. Reliability analysis of 1D estimation for TBM operational parameters. Underground Space, 2026, 27 (2) : 72-91 DOI:10.1016/j.undsp.2025.10.004

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References

[1]

Ates, U., Bilgin, N., & Copur, H . (2014). Estimating torque, thrust and other design parameters of different type TBMs with some criticism to TBMs used in Turkish tunneling projects. Tunnelling and Underground Space Technology, 40, 46-63.

[2]

Ban, C., Gong, Q., Zhou, X., & Li, S. (2020). Analysis of TBM disc cutter wear: A case study of a water conveyance tunnel project in Xinjiang, China. IOP Conference Series: Earth and Environmental Science, 570(5), 052026.

[3]

Barla, G., & Pelizza, S. (2000). TBM tunnelling in difficult ground conditions. In Proceedings of the ISRM International Symposium, Melbourne, Australia, November 2000 (Paper No. ISRM-IS- 2000-037). International Society for Rock Mechanics and Rock Engineering (ISRM).

[4]

Barton, N . (1999). TBM performance estimation in rock using QTBM. Tunnels and Tunnelling International, 31(9), 30-34.

[5]

Bbt, S. E. (2025). Brenner Base Tunnel Project Overview. https://www.bbt-se.com/en/tunnel/project-overview/.

[6]

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. Bulletin of Engineering Geology and the Environment, 80(4), 3041-3052.

[7]

Bilgin, N., & Algan, M. (2012). The performance of a TBM in a squeezing ground at Uluabat, Turkey. Tunnelling and Underground Space Technology, 32, 58-65.

[8]

Bilgin, N., Balci, C., Acaroglu, O., Tuncdemir, H., Eskikaya, S., Akgul, M., & Algan, M. (1999). The performance prediction of a TBM in Tuzla-Dragos sewerage tunnel. In Proceedings of the World Tunnel Congress’ 99, Oslo, Norway, 31 May-3 June 1999 (pp. 817-822).

[9]

Bilgin, N., Copur, H., & Balci, C. (2012). Effect of replacing disc cutters with chisel tools on performance of a TBM in difficult ground conditions. Tunnelling and Underground Space Technology, 27(1), 41-51.

[10]

Brenner Basistunnel, B. S. (2025). Project overview. https://www.bbt-se.com/en/tunnel/project-overview/.

[11]

Bruland, A. (1998). Hard rock tunnel boring. [Ph. D. Thesis, Norwegian University of Science and Technology, Trondheim, Norway].

[12]

Cardu, M., Catanzaro, E., Farinetti, A., Martinelli, D., & Todaro, C . (2021). Performance analysis of tunnel boring machines for rock excavation. Applied Sciences, 11(6), 2794.

[13]

Cardu, M., Di Giovanni, A., Saltarin, S., & Todaro, C. (2023a). An analysis of metal wear in rock excavation by TBM. Expanding underground - knowledge and passion to make a positive impact on the world. In Proceedings of the ITA-AITES World Tunnel Congress (pp. 1183-1192).

[14]

Cardu, M., Farzay, O., Shakouri, A., Jamali, S., & Jamali, S. (2023b). Feasibility assessment of acid gas injection in an Iranian offshore aquifer. Applied Sciences-Basel, 13(19), 10776.

[15]

Cardu, M., Todaro, C., Farzay, O., Di Giovanni, A., & Saltarin, S. (2024). Performance analysis of TBM excavation parameters related to small-diameter horizontal and inclined tunnels. In Tunnelling for a Better Life (pp. 1669-1674). Taylor & Francis.

[16]

Caulfield, R., Kieffer, D. S., Tsztoo, D. F., & Cain, B. (2005). Seismic design measures for the retrofit of the claremont tunnel. RETC Proceedings California, 1128-1138.

[17]

Chang, S.-H., Choi, S.-W., Bae, G.-J., & Jeon, S. (2006). Performance prediction of TBM disc cutting on granitic rock by the linear cutting test. Tunnelling and Underground Space Technology, 21(3/4), 271.

[18]

Chapuis, A., & Yiu, D. (2006). De Tuen Mun a Tsz Wan Shan: les tribulations d’un tunnelier francais au service de China Light & Power Hong Kong: Reseaux-Galeries Multireseaux. Travaux (Paris), (835), 37-41.

[19]

Cho, J.-W., Jeon, S., Jeong, H.-Y., & Chang, S.-H. (2013). Evaluation of cutting efficiency during TBM disc cutter excavation within a Korean granitic rock using linear-cutting-machine testing and photogrammetric measurement. Tunnelling and Underground Space Technology, 35, 37-54.

[20]

Co, S. I. (2025, 2025/04/15). Southern Extension of Tehran Metro Line 6. https://sabir-intl.com/en/projects.

[21]

Farrokh, E., Rostami, J., & Laughton, C. (2012). Study of various models for estimation of penetration rate of hard rock TBMs. Tunnelling and Underground Space Technology, 30, 110-123.

[22]

Farzay, O., Cardu, M., & Jamali, S. (2025). Sensitivity and monte carlo analysis of open TBM diameter: Impacts on power, thrust, and torque. Geotechnical and Geological Engineering, 43(6), 240.

[23]

Farzay, O., Khatibi, S., Aghajanpour, A., Shakhouri, A., & Al-Ajmi, A. M. (2022a). A numerical method for potential implementation of underbalanced drilling in high pore pressure reservoirs. International Journal of Oil, Gas and Coal Technology, 30(3), 283-299.

[24]

Farzay, O., Shakhouri, A., Gholami, R., & Al-Ajmi, A. M. (2022b). Optimum directional well path design considering collapse and fracture pressures. International Journal of Oil, Gas and Coal Technology, 30(4), 388-414.

[25]

Garshol, K. F., Melbye, T. A., & Woldmo, o. (2000). Ground Water Control and Rock Support in TBM-Tunnelling in Hong Kong. In IABSE Congress Report (Vol. 16, No. 15, pp. 823-830). International Association for Bridge and Structural Engineering.

[26]

Graham, P. (1976). Rock exploration for machine manufacturers. In Proceedings of Symposium on Exploration for Rock Engineering (pp. 173-180).

[27]

Grima, M. A., & Babuska, R. (1999). Fuzzy model for the prediction of unconfined compressive strength of rock samples. International Journal of Rock Mechanics and Mining Sciences, 36(3), 339-349.

[28]

Hassanpour, J., Rostami, J., & Zhao, J . (2011). A new hard rock TBM performance prediction model for project planning. Tunnelling and Underground Space Technology, 26(5), 595-603.

[29]

Hassanpour, J., Rostami, J., Zhao, J., & Azali, S. T. (2015). TBM performance and disc cutter wear prediction based on ten years experience of TBM tunnelling in Iran. Geomechanics and Tunnelling, 8(3), 239-247.

[30]

Herrenknecht, A. G. (2024). Herrenknecht returns to the Gotthard. https://www.herrenknecht.com/en/newsroom/pressreleasedetail/herrenknecht-kehrt-an-den-gotthard-zurueck/.

[31]

Herrenknecht, A. G. (2025a, 2025/04/15). Barcelona Metro Line 9. https://www.herrenknecht.com/en/references/referencesdetail/barcelona-metro-line-9/.

[32]

Herrenknecht, A. G. (2025b, 2025/04/15). Gotthard Base Tunnel. https://www.herrenknecht.com/en/references/referencesdetail/gotthard-base-tunnel/.

[33]

Herrenknecht, A. G. (2025c, 2025/04/15). Istanbul Metro. https://www.herrenknecht.com/en/references/referencesdetail/istanbul-metro/.

[34]

Howart, D. F. (1994). Database of TBM projects undertaken between 1950 and 1990 and an assessment of associated ground-strength limitations. Tunnelling and Underground Space Technology, 9(2), 209-213.

[35]

Implenia, A. G. (2023, 2023/05/08). Second tube Gotthard Tunnel: first tunnel boring machine ‘‘Carla” at target. https://www.implenia.com/en/media/news-article/tbm-carla/.

[36]

Jodehl, A., Berns, J., Thewes, M., & Konig, M . (2025). Improving the performance prediction of process simulation models for TBM tunneling using real-time project data. Applied Sciences, 15(4), 1969.

[37]

Keiper, K., Crapp, R., & Amberg, F. (2010). Assessment of the interaction of TBM and rock mass in rock tunnelling based on geomechanical calculations. Geomechanics and Tunnelling, 3(5), 534-546.

[38]

Khatibi, S., Aghajanpour, A., Ostadhassan, M., & Farzay, O. (2018a). Evaluating single-parameter parabolic failure criterion in wellbore stability analysis. Journal of Natural Gas Science and Engineering, 50, 166-180.

[39]

Khatibi, S., Farzay, O., & Aghajanpour, A. (2018b). A Method to Find Optimum Mud Weight in Zones With No Safe Mud Weight Windows. ARMA US Rock Mechanics/Geomechanics Symposium (pp. ARMA-2018). ARMA.

[40]

Khatibi, S., Ostadhassan, M., Farzay, O., & Aghajanpour, A. (2019). Seismic driven geomechanical studies: A case study in an offshore gas field. 53rd U.S. Rock Mechanics/Geomechanics Symposium.

[41]

King, M., Thomas, I., & Stenning, A. (2017). Crossrail project: machine-driven tunnels on the Elizabeth line, London. Proceedings of the Institution of Civil Engineers-Civil Engineering, 170(5), 31-38.

[42]

Krause, T. (1987). Shield Tunneling with Hydraulic and Soil-Supported Tunnel Face [Doctoral dissertation, Technical University of Braunschweig] (in German).

[43]

Laughton, C. (1998). Evaluation and prediction of tunnel boring machine performance in variable rock masses [Doctoral dissertation, The University of Texas at Austin].

[44]

Lu, C., Liu, C., & Zhang, X. (2023). Segment thickness design and bearing performance analysis of large inner-diameter shield tunnel under lateral unloading. Applied Sciences, 13(21), 11871.

[45]

Machida, A., & Uomoto, T. (1997). Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials. Tokyo, Japan: Japan Soceity of Civil Engineers.

[46]

Macias, F. J. (2016). Hard rock tunnel boring: performance predictions and cutter life assessments [Doctoral dissertation, NTNU].

[47]

Merguerian, C. (2010). Techniques of TBM tunnel mapping-the Queens Tunnel, NYC.

[48]

Moon, T., & Oh, J. (2012). A study of optimal rock-cutting conditions for hard rock TBM using the discrete element method. Rock Mechanics and Rock Engineering, 45(5), 837-849.

[49]

Mostafa, S., & Sousa, R. L. (2024). Enhancing ground classification models for TBM tunneling: Detecting label errors in datasets. Computers and Geotechnics, 170, 106301.

[50]

Okano, N., Watabe, Y., Kokubo, H., & Takagi, K. (2000). Railway Tunnels Excavated by TBM and Deep Bore Blasting Method in Japan. In IABSE Congress Report (Vol. 16, No. 15, pp. 808-815). International Association for Bridge and Structural Engineering.

[51]

Ozdemir, L. (1977). Development of theoretical equations for predicting tunnel borability (Publication No. T-1969) [Doctoral dissertation, Colorado School of Mines].

[52]

Pandey, P., Raina, A., Deshmukh, S., Trivedi, R., Vajre, R., & Murthy, V. (2020). Influence of geology on tunnel boring machine performance: A review. Journal of Mining and Metallurgy, 56(1), 1-14.

[53]

Park, B., Lee, C., Choi, S., Kang, T., & Chang, S. (2018). Statistical analysis of TBM database to estimate technical specifications of TBMs. Proceedings of the 2018 World Congress on Advances in Civil, Environmental, & Materials Research (ACEM18), Songdo Convensia.

[54]

Park, M., Ju, M., Kim, J., & Jeong, H. (2025). Measurement of TBM disc cutter wear using eddy-current sensor in different TBM chamber conditions: Insights from laboratory tests. Sensors (Basel), 25(7).

[55]

Partov, D., Ivanov, R., & Petkov, M . (2012). Survey of the design of back anchors for tunnel boring machines (TBM), used in the excavation of metro tunnels in Sofia. Procedia Engineering, 40, 351-356.

[56]

Pompeu-Santos, S. (2011). Tunnels for Large Crossings: Challenges and Innovations. In 35th Annual Symposium of IABSE/52nd Annual Symposium of IASS/6th International Conference on Space Structures: Taller, Longer, Lighter-Meeting growing demand with limited resources, London, United Kingdom, September 2011.

[57]

Qi, G., Zhengying, W., & Hao, M. (2016). An experimental research on the rock cutting process of the gage cutters for rock tunnel boring machine (TBM). Tunnelling and Underground Space Technology, 52, 182-191.

[58]

Qian, Z., Zou, J., Pan, Q., & Dias, D. (2019). Safety factor calculations of a tunnel face reinforced with umbrella pipes: A comparison analysis. Engineering Structures, 199, 109639.

[59]

Ramezanzadeh, A., Rostami, J., & Kastner, R. (2005). Influence of rock mass properties on performance of hard rock TBMS. In Proceedings of the Rapid Excavation and Tunneling Conference (pp. 27-29).

[60]

Ramoni, M., & Anagnostou, G . (2010). Thrust force requirements for TBMs in squeezing ground. Tunnelling and Underground Space Technology, 25(4), 433-455.

[61]

Rostami, J. (1997). Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure (Vol. 38). Colorado School of Mines Golden, CO, USA.

[62]

Rostami, J . (2016). Performance prediction of hard rock Tunnel Boring Machines (TBMs) in difficult ground. Tunnelling and Underground Space Technology, 57, 173-182.

[63]

Rostami, J., & Chang, S.-H. (2017). A closer look at the design of cutterheads for hard rock tunnel-boring machines. Engineering, 3(6), 892-904.

[64]

Rostami, J., Farrokh, E., Laughton, C., & Eslambolchi, S. S. (2014). Advance rate simulation for hard rock TBMs. KSCE Journal of civil engineering, 18, 837-852.

[65]

Rostami, J., & Ozdemir, L . (1993). A new model for performance prediction of hard rock TBMs. In Proceedings of the Rapid Excavation and Tunneling Conference (pp. 793).

[66]

Salimi, A., Faradonbeh, R. S., Monjezi, M., & Moormann, C. (2018). TBM performance estimation using a classification and regression tree (CART) technique. Bulletin of Engineering Geology and the Environment, 77(1), 429-440.

[67]

Salimi, A., Rostami, J., & Moormann, C. (2019). Application of rock mass classification systems for performance estimation of rock TBMs using regression tree and artificial intelligence algorithms. Tunnelling and Underground Space Technology, 92, 103046.

[68]

Samadi, H., & Hassanpour, J . (2024). EPB-TBM cutterhead torque and thrust modelling in rock tunnels through an analytical method and TSFS model. Heliyon, 10(11).

[69]

Shakouri, A., Farzay, O., Masihi, M., Ghazanfari, M. H., & Al-Ajmi, A. M. (2019). An experimental investigation of dynamic elastic moduli and acoustic velocities in heterogeneous carbonate oil reservoirs. SN Applied Sciences, 1(9), 1023.

[70]

Shi, H., Yang, H., Gong, G., & Wang, L. (2011). Determination of the cutterhead torque for EPB shield tunneling machine. Automation in Construction, 20(8), 1087-1095.

[71]

Song, T., & Zhou, S. (2008). Study on the earth pressure distribution of excavation chamber in EPB tunneling. In Geotechnical Aspects of Underground Construction in Soft Ground (pp. 359-364). CRC Press.

[72]

Song, X., Liu, J., & Guo, W. (2010). A cutter head torque forecast model based on multivariate nonlinear regression for EPB shield tunneling. International Conference on Artificial Intelligence and Computational Intelligence, 2010, 104-108.

[73]

Staff, T. B. M. (2024, 2024/03/08). Seventh TBM Handed Over for the Brenner Project. https://tunnelingonline.com/seventh-tbm-handed-over-for-the-brenner-project/.

[74]

Staff, W. (2000, 2000/03/30). TBM Experience on the Hida Tunnel. https://www.tunnelsandtunnelling.com/analysis/tbm-experience-on-the-hida-tunnel/.

[75]

Sun, W., Shi, M., Zhang, C., Zhao, J., & Song, X. (2018). Dynamic load prediction of tunnel boring machine (TBM) based on heterogeneous in-situ data. Automation in Construction, 92, 23-34.

[76]

Sutcliffe, H. (1996). Tunnel Boring Machines. In J. O. Bickel, T. R. Kuesel, & E. H. King (Eds.), Tunnel Engineering Handbook (pp. 203-219). US: Springer.

[77]

The Robbins, C. (2025, 2025/04/15). The Niagara Tunnel Project. https://www.robbinstbm.com/projects/niagara-tunnel-project/.

[78]

Thibault, M. (2024, 2024/04/17). LA Metro completes 5-year Purple Line tunneling project. https://www.smartcitiesdive.com/news/la-metro-tunneling-purple-line/713437/.

[79]

Thomas, T. (2024, 2024/08/08). 12.3m diameter TBM readies for second Gotthard Road Tunnel. https://tunnellingjournal.com/12-3m-diameter-tbm-readies-for-second-gotthard-road-tunnel/.

[80]

Tunnel, o. (2025/02/14). Gotthard Road Tunnel: Main drive for the second tube underway since February 2025. https://www.tunnel-online.info/en/artikel/gotthard-road-tunnel-main-drive-for-the-second-tube-underway-since-february-2025-4226655.html.

[81]

Tunneling and Underground Construction. (2023). Unprecedented in-tunnel diameter conversion of the largest hard rock TBM in the United States. https://tucmagazine.org/unprecedented-in-tunnel-diameter-conversion-of-the-largest-hard-rock-tbm-in-the-united-states-2/.

[82]

Vardakos, S., Zlatanic, S., Wongkaew, S., & Bauer, A. (2023). Large diameter TBM tunnels - Trends in planning and design (1 ed.). CRC Press.

[83]

Wang, L., Gong, G., Shi, H., & Yang, H. (2012). A new calculation model of cutterhead torque and investigation of its influencing factors. Science China Technological Sciences, 55(6), 1581-1588.

[84]

Wikipedia, C. (2025, 2025/04/15). Guadarrama Tunnel. https://en.wikipedia.org/wiki/Guadarrama_Tunnel.

[85]

Wilfing, L. S. F. (2016). The Influence of Geotechnical Parameters on Penetration Prediction in TBM Tunneling in Hard Rock: Special focus on the parameter of rock toughness and discontinuity pattern in rock mass [Ph.D. thesis, Technische Universitat Munchen]. Munich, Germany.

[86]

Yagiz, S. (2002). Development of rock fracture and brittleness indices to quantify the effects of rock mass features and toughness in the CSM Model basic penetration for hard rock tunneling machines. Colorado School of Mines.

[87]

Yagiz, S., & Ozdemir, L. (2001). Geotechnical parameters influencing the TBM performance in various rocks. program with abstract. In 44th Annual Meeting of Association of Engineering Geologists; Technical Session.

[88]

Zheng, Y., & He, L. (2021). TBM tunneling in extremely hard and abrasive rocks: Problems, solutions and assisting methods. Journal of Central South University, 28(2), 454-480.

[89]

Yazdani-Chamzini, A., & Yakhchali, S. H. (2012). Tunnel Boring Machine (TBM) selection using fuzzy multicriteria decision making methods. Tunnelling and Underground Space Technology, 30, 194-204.

[90]

Zhai, S., Song, Y., & Tian, H. (2024). Development of thrust, torque, and power estimation model, and prediction performance of earth pressure balance tunnel boring machine in mixed-face strata. Applied Sciences, 14(13), 5887.

[91]

Zhang, Q., Kang, Y., Zheng, Z., & Wang, L. (2013). Inverse analysis and modeling for tunneling thrust on shield machine. Mathematical Problems in Engineering, 2013(1), 975703.

[92]

Zhang, Q., Qu, C., Kang, Y., Huang, G., Cai, Z., Zhao, Y., Zhao, H., & Su, P. (2012). Identification and optimization of energy consumption by shield tunnel machines using a combined mechanical and regression analysis. Tunnelling and Underground Space Technology, 28, 350-354.

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