Skip to main content
Log in

Experiment and analysis of the rock breaking characteristics of disc cutter ring with small edge angle in high abrasive grounds

  • Technical Paper
  • Published:
Journal of the Brazilian Society of Mechanical Sciences and Engineering Aims and scope Submit manuscript

Abstract

At present, the constant cross section (CCS) disc cutter with flat edge is widely used in TBM tunnelling project. But the problem of serious wear and low rock breaking efficiency appeared when the CCS disc cutter was driven into the high abrasive stratum. The disc cutter with small edge angle is designed in order to enhance the service life of the disc cutter in this paper. The simulation of the two kinds of cutter rings rock breaking were done based on the theoretical analysis used the theoretical model of CSM. It is found that the small edge angle cutter ring has good penetration and its performance is better than that of the flat edge cutter ring in high abrasive strata. The small edge angle cutter ring structure suitable for soft rock formation. The flat edge cutter ring has better performance in hard rock formation condition and is superior to the small edge angle cutter ring structure. The simulation results are consistent with the theoretical analysis. In the end, two different disc cutters having small edge angle and flat edge cutter ring, respectively, are used in the field cutting experiments performed by the authors of this study. The experiment results indicate that the small edge angle cutter ring wear faster than the flat edge cutter ring in the early stage of tunnelling, but it has higher driving efficiency, at the same time, prone to the phenomenon of edge collapse. Along with the advancing distance was lengthened, the excavating performance of small edge angle cutter ring is better after the edge angle wear flattened, and the service life than that of flat edge cutter ring slightly longer. The research results can provide a theoretical basis for the geological adaptability design of disc cutter in high abrasive grounds.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18

Similar content being viewed by others

References

  1. 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

    Article  Google Scholar 

  2. Liu Q, Huang X, Gong Q et al (2016) Application and development of hard rock TBM and its prospect in China. Tunn Undergr Space Technol 57:33–46

    Article  Google Scholar 

  3. Tu C (2009) Prediction model of vertical force and side force of Sheild’s disc cutter. Master degree thesis of Central South University, vol 4, pp 23–46 (in Chinese)

  4. Barzegari G, Uromeihy A, Zhao J (2015) Parametric study of soil abrasivity for predicting wear issue in TBM tunneling projects. Tunn Undergr Space Technol 48:43–57

    Article  Google Scholar 

  5. Holmquist TJ, Johnson GR, Cook WH (1993) A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures. In: 14th International symposium on ballistic, Quebec City, pp 591–600

  6. Liu J, Cao P, Jiang Z et al (2014) Numerical simulation on effects of embedded crack on rock fragmentation by a tunnel boring machine cutter. J Cent South Univ 21:3302–3308

    Article  Google Scholar 

  7. Rostami J, Ozdemir L, Nilson B (1996) Comparison between CSM and NTH hardrock TBM performance prediction models. In: Proceedings of annual technical meeting of the Institute of Shaft Drilling Technology (ISDT), Las Vegas, pp 1–11

  8. 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 Sci 57:172–186

    Article  Google Scholar 

  9. Tan Q, Zhang G, Xia Y et al (2015) Differentiation and analysis on rock breaking characteristics of TBM disc cutter at different rock temperatures. J Cent South Univ 22:4807–4818

    Article  Google Scholar 

  10. Bilgin N, Demircin MA, Copur H et al (2006) Dominant rock properties affecting the performance of conical picks and the comparison of some experimental and theoretical results. Int J Rock Mech Min Sci 43:139–156

    Article  Google Scholar 

  11. Zhang Z, Liu S (2010) Calculating method of rock strain loaded by disc cutter. Eng Mech 27(1):179–182 (in Chinese)

    Google Scholar 

  12. Zhang Z, Meng L, Sun F (2014) Wear analysis of disc cutters of full face rock tunnel boring machine. Chin J Mech Eng 27(6):1294–1300

    Article  Google Scholar 

  13. Chang SH, Choi S, Bae G et al (2006) Performance prediction of TBM disc cutting on granitic rock by the linear cutting test. Tunn Undergr Space Technol 21(3–4):271

    Article  Google Scholar 

  14. Gong Q, Yin L, Ma H, Zhao J (2016) TBM tunnelling under adverse geological conditions: an overview. Tunn Undergr Space Technol 57:4–17

    Article  Google Scholar 

  15. Liu Q, Pan Y, Liu J et al (2016) Comparison and discussion on fragmentation behavior of soft rock in multi-indentation tests by a single TBM disc cutter. Tunn Undergr Space Technol 57:151–161

    Article  Google Scholar 

  16. Zhao XB, Yao XH, Gong QM et al (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

    Article  Google Scholar 

  17. Gertsch R, Gertsch L, Rostami J (2007) Disc cutting tests in Colorado Red Granite: implications for TBM performance prediction. Int J Rock Mech Min Sci 44(2):238–246

    Article  Google Scholar 

  18. Wu Q (2011) Mechanical analysis of rock breaking by disc cutter during shield tunneling in mixed face ground conditions. Doctoral dissertation of Jinan University, pp 111–138 (in Chinese)

  19. Xia Y, Wu Y, Guo J et al (2014) Numerical simulation of rock-breaking mechanism by gage disc cutter of TBM. J China Coal Soc 39(1):172–177 (in Chinese)

    Google Scholar 

  20. Li G, Zhu L, Yang J et al (2014) A method to predict disc cutter wear extent for hard rock TBM’s based on CSM model. Chin Mech Eng 25(1):32–35 (in Chinese)

    Article  Google Scholar 

  21. Wang L, Kang Y, Cai Z et al (2012) The energy method to predict disc cutter wear extent for hard rock TBMs. Tunn Undergr Space Technol 28:183–191

    Article  Google Scholar 

  22. Liu J, Ren J, Guo W (2015) Thrust and torque characteristics based on a new cutter-head load model. Chin J Mech Eng 28(4):801–809

    Article  Google Scholar 

  23. Rostami J, Ozdemir L (1993) A new model for performance prediction of hard rock TBMs. In: Proceedings, Rapid Excavation and Tunneling Conference (RETC), pp 793–809

  24. Chavan SG, Lal A (2017) Dynamic bending response of SWCNT reinforced composite plates subjected to hygro-thermo-mechanical loading. Comput Concr 20(2):229–246

    Google Scholar 

  25. Chavan SG, Lal A (2017) Bending analysis of laminated SWCNT reinforced functionally graded plate using FEM. Curved Layer Struct 4(1):134–145

    Google Scholar 

  26. Chavan SG, Lal A (2017) Bending behavior of SWCNT reinforced composite plates. Steel Compos Struct 24(5):537–548

    Google Scholar 

Download references

Acknowledgements

This research is financially supported by the National Natural Science Foundation of RP China (Grant No. 51275321), the Natural Science Foundation of Hebei Province (Grant No. E2015210058) and the Science Foundation of Education Department of Hebei Province (Grant No. YQ2013035).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jie Li.

Additional information

Technical Editor: Paulo de Tarso Rocha de Mendonça.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, J., Nie, Yf., Fu, K. et al. Experiment and analysis of the rock breaking characteristics of disc cutter ring with small edge angle in high abrasive grounds. J Braz. Soc. Mech. Sci. Eng. 40, 505 (2018). https://doi.org/10.1007/s40430-018-1422-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s40430-018-1422-z

Keywords

Navigation