MatDEM-based study of disc cutter force model in open TBM tunnels: Incorporating installation radius and synergistic effects

Yadong Xue , Lushan Shu , Lan Zhao , Wei Luo , Yongfa Guo

Underground Space ›› 2025, Vol. 20 ›› Issue (1) : 293 -310.

PDF (5020KB)
Underground Space ›› 2025, Vol. 20 ›› Issue (1) :293 -310. DOI: 10.1016/j.undsp.2024.02.008
Research article
research-article

MatDEM-based study of disc cutter force model in open TBM tunnels: Incorporating installation radius and synergistic effects

Author information +
History +
PDF (5020KB)

Abstract

The prediction of rock cutting force is critical for tunnel boring machine performance and cutterhead design. This paper presents a novel model for rock cutting force prediction based on the Colorado School of Mines (CSM) model, which incorporates the installation position of disc cutters by introducing installation radius and synergistic effect factors. Linear cutting tests in the laboratory and large-scale rotary cutting simulations in MatDEM software were conducted to examine the impact of these factors. Results indicate that the normal and rolling forces increase and stabilize as the installation radius increases. The synergistic effect produces three force modes in a cutting circle, with mode α having the largest cutting force, mode β having a smaller force, and mode γ having the smallest force. The impact of installation radius and synergistic effect varies with rock-cutter parameters. Multiple regression analysis was used to determine the introduced factors. The proposed model was validated with rock strength and operation data from the Irtysh River conveyance project. The results demonstrate that the proposed model outperforms the CSM model in predicting cutting force in field conditions.

Keywords

Tunnel boring machine / Rock cutting force / Disc cutter / Synergistic effect / Discrete element method

Cite this article

Download citation ▾
Yadong Xue, Lushan Shu, Lan Zhao, Wei Luo, Yongfa Guo. MatDEM-based study of disc cutter force model in open TBM tunnels: Incorporating installation radius and synergistic effects. Underground Space, 2025, 20(1): 293-310 DOI:10.1016/j.undsp.2024.02.008

登录浏览全文

4963

注册一个新账户 忘记密码

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

This work was supported by the National Natural-Science Foundation of China (Grant No. 52078377), National Key R&D Program of China (Grant No. 2021YFB2600800), and Key Technology R&D Plan of Yunnan Provincial Department of Science and Technology (Grant No. 202303AA080003).

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

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]

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. Tunnelling and Underground Space Technology, 24(4), 423-435.

[3]

Balci, C., & Tumac¸ D. (2012). Investigation into the effects of different rocks on rock cuttability by a V-type disc cutter. Tunnelling and Underground Space Technology, 30, 183-193.

[4]

Bilgin, N., Copur, H., Balci, C., Tumac, D., Akgul, M., & Yuksel, A. (2008). The selection of a TBM using full scale laboratory tests and comparison of measured and predicted performance values in Istanbul Kozyatagi-Kadikoy metro tunnels. In Proceedings of World Tunnel Congress, Akra, India (pp.1509-1517).

[5]

Bruland, A. (1998). Project report 13A-98: Hard rock tunnel boring: Drillability test methods. NTNU Trondheim, 21.

[6]

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.

[7]

Cho, J.-W., Jeon, S., Yu, S.-H., & Chang, S.-H. (2010). Optimum spacing of TBM disc cutters: A numerical simulation using the threedimensional dynamic fracturing method. Tunnelling and Underground Space Technology, 25(3), 230-244.

[8]

Entacher, M., Winter, G., Bumberger, T., Decker, K., Godor, I., & Galler, R. (2012). Cutter force measurement on tunnel boring machines-System design. Tunnelling and Underground Space Technology, 31, 97-106.

[9]

Entacher, M., Winter, G., & Galler, R. (2013). Cutter force measurement on tunnel boring machines-Implementation at Koralm tunnel. Tunnelling and Underground Space Technology, 38, 487-496.

[10]

Geng, Q., He, F., Ma, M., Liu, X., Wang, X., Zhang, Z., & Ye, M. (2022). Application of full-scale experimental cutterhead system to study penetration performance of tunnel boring machines (TBMs). Rock Mechanics and Rock Engineering, 55(8), 4673-4696.

[11]

Geng, Q., Wei, Z., Meng, H., & Macias, F. J. (2016). Mechanical performance of TBM cutterhead in mixed rock ground conditions. Tunnelling and Underground Space Technology, 57, 76-84.

[12]

Geng, Q., Wei, Z., & Ren, J. (2017). New rock material definition strategy for FEM simulation of the rock cutting process by TBM disc cutters. Tunnelling and Underground Space Technology, 65, 179-186.

[13]

Gertsch, R., Gertsch, L., & Rostami, J. (2007). Disc cutting tests in Colorado Red Granite: Implications for TBM performance prediction. International Journal of Rock Mechanics and Mining Sciences, 44(2), 238-246.

[14]

Gong, Q., Du, X., Li, Z., & Wang, Q. (2016). Development of a mechanical rock breakage experimental platform. Tunnelling and Underground Space Technology, 57, 129-136.

[15]

Gong, Q., Zhao, J., & Jiang, Y. (2007). In situ TBM penetration tests and rock mass boreability analysis in hard rock tunnels. Tunnelling and Underground Space Technology, 22(3), 303-316.

[16]

Han, M., Cai, Z., Qu, C., & Jin, L. (2017). Dynamic numerical simulation of cutterhead loads in TBM tunnelling. Tunnelling and Underground Space Technology, 70, 286-298.

[17]

Huang, X., Liu, Q., Liu, B., Wang, D., Wang, X., & Zeng, C. (2022). Development and in-situ application of a real-time cutting tool forces monitoring system in TBM tunnelling. Tunnelling and Underground Space Technology, 124, 104-453.

[18]

Jiang, B., Zhao, G.-F., Gong, Q., & Zhao, X.-B. (2021). Threedimensional coupled numerical modelling of lab-level full-scale TBM disc cutting tests. Tunnelling and Underground Space Technology, 114, 103-997.

[19]

Jing, L.-J., Li, J.-B., Yang, C., Chen, S., Zhang, N., & Peng, X.-X. (2019). A case study of TBM performance prediction using field tunnelling tests in limestone strata. Tunnelling and Underground Space Technology, 83, 364-372.

[20]

Li, T., Zhang, Z., Jia, C., Liu, B., Liu, Y., & Jiang, Y. (2022). Investigating the cutting force of disc cutter in multi-cutter rotary cutting of sandstone: Simulations and experiments. International Journal of Rock Mechanics and Mining Sciences, 152, 105-1069.

[21]

Li, X., Zhang, Y., & Sun, X. (2021). Numerical analysis for rock cutting force prediction in the tunnel boring process. International Journal of Rock Mechanics and Mining Sciences, 144, 104-696.

[22]

Liu, B., Yang, H., & Karekal, S. (2021). Reliability analysis of TBM disc cutters under different conditions. Underground Space, 6, 142-152.

[23]

Liu, C., Pollard, D. D., & Shi, B. (2013). Analytical solutions and numerical tests of elastic and failure behaviors of close-packed lattice for brittle rocks and crystals. Journal of Geophysical Research: Solid Earth, 118(1), 71-82.

[24]

Liu, Q., Huang, X., Gong, Q., Du, L., Pan, Y., & Liu, J. (2016). Application and development of hard rock TBM and its prospect in China. Tunnelling and Underground Space Technology, 57, 33-46.

[25]

Pan, Y., Liu, Q., Kong, X., Liu, J., Peng, X., & Liu, Q. (2019a). Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance. Acta Geotechnica, 14(4), 1249-1268.

[26]

Pan, Y., Liu, Q., Liu, Q., Liu, J., Peng, X., Huang, X., & Wei, M. (2020). Full-scale linear cutting tests to check and modify a widely used semitheoretical model for disc cutter cutting force prediction. Acta Geotechnica, 15(6), 1481-1500.

[27]

Pan, Y., Liu, Q., Peng, X., Kong, X., Liu, J., & Zhang, X. (2018). Fullscale rotary cutting test to study the influence of disc cutter installment radius on rock cutting forces. Rock Mechanics and Rock Engineering, 51, 2223-2236.

[28]

Pan, Y., Liu, Q., Peng, X., Liu, Q., Liu, J., Huang, X., Cui, X., & Cai, T. (2019b). Full-scale linear cutting tests to propose some empirical formulas for TBM disc cutter performance prediction. Rock Mechanics and Rock Engineering, 52(11), 4763-4783.

[29]

Peng, X., Liu, Q., Pan, Y., Lei, G., Wei, L., & Luo, C. (2018). Study on the influence of different control modes on TBM disc cutter performance by rotary cutting tests. Rock Mechanics and Rock Engineering, 51(3), 961-967.

[30]

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.

[31]

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 PhD Thesis. Colorado School of Mines Golden.

[32]

Rostami, J. (2008). Hard rock TBM cutterhead modeling for design and performance prediction. Geomechanik und Tunnelbau: Geomechanik und Tunnelbau, 1, 18-28.

[33]

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.

[34]

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). Society for Mining, Metallogy & Exploration, Inc.

[35]

Roxborough, F. F., & Phillips, H. R. (1975). Rock excavation by disc cutter. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 12(12), 361-366.

[36]

Wu, Z., Zhang, P., Fan, L., & Liu, Q. (2019). Numerical study of the effect of confining pressure on the rock breakage efficiency and fragment size distribution of a TBM cutter using a coupled FEM-DEM method. Tunnelling and Underground Space Technology, 88(2), 260-275.

[37]

Xia, Y., Guo, B., Tan, Q., Zhang, X., Lan, H., & Ji, Z. (2018). Comparisons between experimental and semi-theoretical cutting forces of CCS disc cutters. Rock Mechanics and Rock Engineering, 51(5), 1583-1597.

[38]

Xiao, N., Zhou, X.-P., & Gong, Q.-M. (2017). The modelling of rock breakage process by TBM rolling cutters using 3D FEM-SPH coupled method. Tunnelling and Underground Space Technology, 61, 90-103.

[39]

Xue, Y., Fan, Y., Li, X., Shen, K., & Wang, J. (2023). Study on disc cutter chipping of TBM based on field data and particle flow code simulation. Underground Space, 9, 122-139.

[40]

Xue, Y., Wang, J., Zhou, M., Liu, J., Guo, Y., & Wang, J. (2022). Prediction of optimum TBM penetration strategy with minimum energy consumption in hard rocks. Computers and Geotechnics, 148, 104-844.

[41]

Xue, Y., Zhou, J., Liu, C., Shadabfar, M., & Zhang, J. (2021). Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM. Computers and Geotechnics, 136, 104-230.

[42]

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. [PhD Thesis, Colorado School of Mines].

[43]

Zhang, Z., Kou, S., & Lindqvist, P.-A. (2003a). 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 Mechanics and Rock Engineering, 36, 63-83.

[44]

Zhang, Z., Kou, S., Tan, X., & Lindqvist, P.-A. (2003b). In-situ measurements of cutter forces on boring machine at Äspö hard rock laboratory Part I. Laboratory calibration and in-situ measurements. Rock Mechanics and Rock Engineering, 36, 39-61.

[45]

Zhang, Z., Zhang, K., Dong, W., & Zhang, B. (2020). Study of rockcutting process by disc cutters in mixed ground based on threedimensional particle flow model. Rock Mechanics and Rock Engineering, 53(8), 3485-3506.

[46]

Zhao, X., Yao, X., Gong, Q., Ma, H., & Li, X. (2015). Comparison study on rock crack pattern under a single normal and inclined disc cutter by linear cutting experiments. Tunnelling and Underground Space Technology, 50, 479-489.

[47]

Zhou, J., Qiu, Y., Zhu, S., Armaghani, D. J., Khandelwal, M., & Mohamad, E. T. (2021). Estimation of the TBM advance rate under hard rock conditions using XGBoost and Bayesian optimization. Underground Space, 6(5), 506-515.

PDF (5020KB)

57

Accesses

0

Citation

Detail

Sections
Recommended

/