Abstract
For a tunnel boring machine (TBM), the cutter rock-breaking effect and mechanism are key components of the machine design and construction. Each cutter on the TBM cutterhead is affected by adjacent cutters and exhibits different rock-breaking effects under different rock-breaking sequences. Considering the influence of two adjacent cutters, the target cutter has three rock-breaking sequences, A–C, for which the target cutter cuts as the second, first, or last tool, respectively. Most previous studies considered the sequential rock-breaking method, i.e., sequence A, and ignored jumping rock-breaking, i.e., sequences B and C. To quantify the obvious differences in rock-breaking effects between jumping and sequential rock-breaking, and to analyze the jumping rock-breaking mechanism itself, a series of special experiments was performed in this work. The experiment results show that, in terms of the rock-breaking force and boreability index values, the order is sequence B > A > C. For the specific energy, when the penetration is greater than the optimal penetration of the sequence C, the order is sequence B < A < C. These differences in rock-breaking effects can be reasonably explained from the perspective of pre-damage using the crack development method. As jumping rock-breaking constitutes a considerable proportion of the TBM cutter operation, consideration of this mechanism with its unique rock-breaking characteristics provides new directions for fine-tuning the design of TBM cutterheads and selection of TBM construction parameters.
Similar content being viewed by others
References
Abu Bakar MZ, Gertsch LS, Rostami J (2014) Evaluation of fragments from disc cutting of dry and saturated sandstone. Rock Mech Rock Eng 47(5):1891–1903. https://doi.org/10.1007/s00603-013-0482-8
Armaghani DJ, Yagiz S, Mohamad ET, Zhou J (2021) Prediction of TBM performance in fresh through weathered granite using empirical and statistical approaches. Tunn Undergr Space Technol 118:104183. https://doi.org/10.1016/j.tust.2021.104183
Bilgin N, Copur H, Balci C (2012) Effect of replacing disc cutters with chisel cutters on performance of a TBM in difficult ground conditions. Tunn Undergr Space Technol 27(1):41–51. https://doi.org/10.1016/j.tust.2011.06.006
Cho JW, Jeon S, Jeong HY, Chang SH (2006) Evaluation of cutting efficiency during TBM disc cutter excavation within a Korean granitic rock using linear-cutting-machine testing and photogrammetric measurement. Tunn Undergr Space Technol 35:37–54. https://doi.org/10.1016/j.tust.2012.08.006
Cho JW, Jeon S, Yu SH, Chang SH (2010) Optimum spacing of TBM disc cutters: a numerical simulation using the three-dimensional dynamic fracturing method. Tunn Undergr Space Technol 25(3):230–244. https://doi.org/10.1016/j.tust.2009.11.007
Geng Q, Wei Z, Meng H, Macias F, Bruland A (2016) Free-face-assisted rock breaking method based on the multi-stage tunnel boring machine (TBM) cutterhead. Rock Mech Rock Eng 49(11):4459–4472. https://doi.org/10.1007/s00603-016-1053-6
Gong QM, Du XL, Li Z, Wang QX (2016) Development of a mechanical rock breakage experimental platform. Tunn Undergr Space Technol 57:129–136. https://doi.org/10.1016/j.tust.2016.02.019
Gong QM, Zhao J, Jiang YS (2007) In situ TBM penetration tests and rock mass boreability analysis in hard rock tunnels. Tunn Undergr Space Technol 22(3):303–316. https://doi.org/10.1016/j.tust.2006.07.003
Han D, Cao P, Liu J, Zhu J (2017) An experimental study of dependence of optimum TBM cutter spacing on pre-set penetration depth in sandstone fragmentation. Rock Mech Rock Eng 50(12):3209–3221. https://doi.org/10.1007/s00603-017-1275-2
Hassanpour J, Rostami J, Zhao J (2011) A new hard rock TBM performance prediction model for project planning. Tunn Undergr Space Technol 26(5):595–603. https://doi.org/10.1016/j.tust.2011.04.004
Jeong HY, Cho JW, Jeon S, Rostami J (2016) Performance assessment of hard rock TBM and rock boreability using punch penetration test. Rock Mech Rock Eng 49:1517–1532. https://doi.org/10.1007/s00603-015-0834-7
Li B, Zhang B, Hu MM, Liu B, Cao WZ, Xu B (2022) Full-scale linear cutting tests to study the influence of pre-groove depth on rock-cutting performance by TBM disc cutter, Tunn Undergr Space Technol, 122. https://doi.org/10.1016/j.tust.2022.104366
Li S, Liu B, Xu X, Nie L, Liu Z, Song J, Sun H, Chen L, Fan K (2017) An overview of ahead geological prospecting in tunneling. Tunn Undergr Space Technol 63:69–94. https://doi.org/10.1016/j.tust.2016.12.011
Liu QS, Pan YC, Liu JP, Kong XX, Shi K, Liu Q (2016) Analysis on fragmentation behavior of rocks in indentation tests by disc cutter. Chin J Rock Mech Eng 35(S2):3516–3525. https://doi.org/10.13722/j.cnki.jrme.2015.0532
Ma HS, Gong QM, Wang J, Yin LJ, Zhao XB (2016) Study on the influence of confining stress on TBM performance in granite rock by linear cutting test. Tunn Undergr Space Technol 57:145–150. https://doi.org/10.1016/j.tust.2016.02.020
Pan YC, Liu QS, Liu JP, Peng XX, Kong XX (2018) Full-scale linear cutting tests in Chongqing sandstone to study the influence of confining stress on rock cutting forces by TBM disc cutter. Rock Mech Rock Eng 80:197–210. https://doi.org/10.1007/s00603-018-1412-6
Rispoli A, Ferrero AM, Cardu M, Farinetti A (2017) Determining the particle size of debris from a tunnel boring machine through photographic analysis and comparison between excavation performance and rock mass properties. Rock Mech Rock Eng 50:2805–2816. https://doi.org/10.1007/s00603-017-1256-5
Rostami J (2008) Hard rock TBM cutterhead modeling for design and performance prediction. Geomech Tunnelbau 1(1):18–28. https://doi.org/10.1002/geot.200800002
Rostami J (2013) Study of pressure distribution within the crushed zone in the contact area between rock and disc cutters. Int J Rock Mech Min 57:172–186. https://doi.org/10.1016/j.ijrmms.2012.07.031
Rostami J, Chang SH (2017) A Closer look at the design of cutterheads for hard rock tunnel-boring machines. Engineering 3(006):892–904. https://doi.org/10.1016/j.eng.2017.12.009
Tumac D, Balci C (2015) Investigations into the cutting characteristics of CCS type disc cutters and the comparison between experimental theoretical and empirical force estimations. Tunn Undergr Space Technol 45:84–98. https://doi.org/10.1016/j.tust.2014.09.009
Tuncdemir H, Bilgin N, Copur H, Balci C (2008) Control of rock cutting efficiency by muck size. Int J Rock Mech Min 45(2):278–288. https://doi.org/10.1016/j.ijrmms.2007.04.010
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 Mech Rock Eng 51:1583–1597. https://doi.org/10.1007/s00603-018-1400-x
Yang H, Wang H, Zhou X (2016) Analysis on the rock–cutter interaction mechanism during the TBM tunneling process. Rock Mech Rock Eng 49(3):1073–1090. https://doi.org/10.1007/s00603-015-0796-9
Yin LJ, Gong QM, Ma HS, Zhao J, Zhao XB (2014a) Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter. Int J Rock Mech Min 72:261–276. https://doi.org/10.1016/j.ijrmms.2014.07.022
Yin LJ, Gong QM, Zhao J (2014b) Study on rock mass boreability by TBM penetration test under different in situ stress conditions. Tunn Undergr Space Technol 43:413–425. https://doi.org/10.1016/j.tust.2014.06.002
Yin L, Miao C, He G, Dai F, Gong Q (2016) Study on the influence of joint spacing on rock fragmentation under TBM cutter by linear cutting test. Tunn Undergr Space Technol 57:137–144. https://doi.org/10.1016/j.tust.2016.02.018
Zhang X, Hu D, Li J, Pan J, Xia Y, Tian Y (2021) Investigation of rock breaking mechanism with TBM hob under traditional and free-face condition. Eng Fract Mech 242(1):107432. https://doi.org/10.1016/j.engfracmech.2020.107432
Zhao XB, Yao XH, Gong QM, Ma HS, Li XZ (2015) Comparison study on rock crack pattern under a single normal and inclined disc cutter by linear cutting experiments. Tunn Undergr Space Technol 50:479–489. https://doi.org/10.1016/j.tust.2015.09.002
Zhou J, Qiu YG, Zhu SL, Armaghani DJ, Li CQ, Nguyen H, Yagiz S (2021a) Optimization of support vector machine through the use of metaheuristic algorithms in forecasting TBM advance rate. Eng Appl Artif Intell 97:104015. https://doi.org/10.1016/j.engappai.2020.104015
Zhou J, Qiu YG, Armaghani DJ, Zhang W, Li CQ, Zhu SL, Tarinejad R (2021b) Predicting TBM penetration rate in hard rock condition: a comparative study among six XGB-based metaheuristic techniques. Geosci Front 12:101091. https://doi.org/10.1016/j.gsf.2020.09.020
Acknowledgements
Thanks to Professor Gong Qiuming and Professor Yin Lijun from Beijing University of Technology for their guidance on the experiment.
Funding
This research was supported by the National Natural Science Foundation of China (No. 51739007), the National Science Fund for Excellent Young Scientists Fund (No.: 51922067), the Taishan Scholars Program of Shandong Province of China (tsqn201909003), and the National Natural Science Foundation of China (NSFC) (No. 51879151).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Hu, M., Zhang, B., Li, B. et al. TBM-cutter rock-breaking effect and mechanism considering different cutting sequences. Bull Eng Geol Environ 81, 102 (2022). https://doi.org/10.1007/s10064-022-02576-4
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s10064-022-02576-4