Skip to main content
Log in

Wear Prediction of Rock Drill Bits Based on Geomechanical Properties of Rocks

  • Research Article-Petroleum Engineering
  • Published:
Arabian Journal for Science and Engineering Aims and scope Submit manuscript

Abstract

The excavation of rock, whether in mining, petroleum, or civil engineering projects, predominantly relies on traditional drilling techniques. Across these applications, drilling bit wear considered as a primary factor impacting the overall cost of rock excavation projects. This wear of drill bits is directly linked to the properties of the rock being drilled. In this study, an investigated relations between drilling bit wear and geomechanical properties have been investigated. To measure drill bit wear, a laboratory-scale drilling rig was employed, based on 30 selected rock units. A comprehensive laboratory testing plan was executed on these rock units, encompassing various rock characteristics such as uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), Cerchar abrasivity index (CAI), equivalent quartz content (EQC), grain size of minerals (GS), and Schmidt rebound number (SRN). Nonlinear regression techniques were employed to predict bit wear based on geomechanical rock properties. Performance evaluation criteria were used to validate the regression models. The results revealed an exponential increase in bit wear values with rising UCS, BTS, CAI, EQC, GS, and SRN. The statistical analysis indicated a strong correlation between rock characteristics and drill bit wear, with CAI emerging as the most influential parameter, having a correlation coefficient of R2 = 0.954. The regression models developed in this study are primarily intended for rock engineers engaged in rock drilling projects.

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

Similar content being viewed by others

Data Availability

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

References

  1. Vogt, D.: A review of rock cutting for underground mining: past, present, and future. J. South. Afr. Inst. Min. Metall. 116, 1011–1026 (2016)

    Article  Google Scholar 

  2. Rafezi, H.; Hassani, F.: Drilling signals analysis for tricone bit condition monitoring. Int. J. Min. Sci. Technol. 31, 187–195 (2021)

    Article  Google Scholar 

  3. Zou, D.: Theory and Technology of Rock Excavation for Civil Engineering. Springer, Singapore (2017)

    Book  Google Scholar 

  4. Ivanicová, L.; Lazarová, E.; Kruľáková, M.; Labaš, M.; Feriancikova, K.; Behunová, D.: Indirect prediction of drill bit wear in andesite drilling. In: 2018 19th International Carpathian Control Conference (ICCC), IEEE, pp. 79–84 (2018)

  5. Majeed, Y.; Bakar, M.A.; Butt, I.: Abrasivity evaluation for wear prediction of button drill bits using geotechnical rock properties. Bull. Eng. Geol. Env. (2019). https://doi.org/10.1007/s10064-019-01587-y

    Article  Google Scholar 

  6. Khoshouei, M.; Bagherpour, R.: Predicting the geomechanical properties of hard rocks using analysis of the acoustic and vibration signals during the drilling operation. Geotech. Geol. Eng. 39, 2087–2099 (2021)

    Article  Google Scholar 

  7. Liu, W.; Deng, K.; Li, R.; Li, L.; Zhu, X.; Gong, S.: The performance and failure mechanism of drill bit in granite formation drilling. Arab. J. Sci. Eng. 48, 9477–9492 (2023)

    Article  Google Scholar 

  8. Thuro, K.; Plinninger, R.: Hard rock tunnel boring, cutting, drilling and blasting: rock parameters for excavatability. In: 10th ISRM Congress, International Society for Rock Mechanics and Rock Engineering (2003)

  9. Khoshouei, M.; Bagherpour, R.; Sadeghisorkhani, H.; Jalalian, M.H.: A New look at hard rock abrasivity evaluation using acoustic emission technique (AET). Rock Mech. Rock Eng. 55, 2425–2443 (2022)

    Article  Google Scholar 

  10. Plinninger, R.J.: Abrasiveness assessment for hard rock drilling. Geomech. Tunn. 1, 38–46 (2008)

    Article  Google Scholar 

  11. Teti, R.; Jemielniak, K.; O’Donnell, G.; Dornfeld, D.: Advanced monitoring of machining operations. CIRP Ann. 59, 717–739 (2010)

    Article  Google Scholar 

  12. Al-Ameri, N.J.: Perforation location optimization through 1-D mechanical earth model for high-pressure deep formations. J. Petrol. Explor. Prod. Technol. 11, 4243–4252 (2021)

    Article  Google Scholar 

  13. Al-Ameri, N.J.; Hamd-Allah, S.M.; Abass, H.: Evaluation of geomechanical properties for tight reservoir using uniaxial compressive test, ultrasonic test, and well logs data. Pet. Coal 62, 329–340 (2020)

    Google Scholar 

  14. Al-Ameri, N.J.; Hamd-Allah, S.M.; Abass, H.H.: Investigating geomechanical considerations on suitable layer selection for hydraulically fractured horizontal wells placement in tight reservoirs. In: Abu Dhabi International Petroleum Exhibition and Conference, SPE (2020)

  15. Plinninger, R.J.; Spaun, G.; Thuro, K.: Prediction and classification of tool wear in drill and blast tunnelling. In: Proceedings of 9th congress of the international association for engineering geology and the environment, Durban, South Africa, pp. 16–20 (2002)

  16. Cooper, G.A.: A proposal for the real-time measurement of drill bit tooth wear. Geotherm. Resour. Counc. Trans. 26, 189–192 (2002)

    Google Scholar 

  17. Rashidi, B.; Hareland, G.; Nygaard, R.: Real-time drill bit wear prediction by combining rock energy and drilling strength concepts. In: Abu Dhabi International Petroleum Exhibition and Conference, Society of Petroleum Engineers (2008)

  18. Rashidi, B.; Hareland, G.; Tahmeen, M.; Anisimov, M.; Abdorazakov, S.: Real-time bit wear optimization using the intelligent drilling advisory system (Russian). In: SPE Russian Oil and Gas Conference and Exhibition, Society of Petroleum Engineers (2010)

  19. Saeidi, O.; Rostami, J.; Ataei, M.; Torabi, S.R.: Use of digital image processing techniques for evaluating wear of cemented carbide bits in rotary drilling. Autom. Constr. 44, 140–151 (2014)

    Article  Google Scholar 

  20. Yang, H.; Zhao, H.; Kottapurath, S.: Real-time bit wear prediction using mud logger data with mathematical approaches. J. Petrol. Explor. Prod. Technol. 10(2), 587–594 (2019)

    Article  Google Scholar 

  21. Mazen, A.Z.; Mujtaba, I.M.; Hassanpour, A.; Rahmanian, N.: Mathematical modelling of performance and wear prediction of PDC drill bits: Impact of bit profile, bit hydraulic, and rock strength. J. Petrol. Sci. Eng. 188, 1–18 (2020)

    Article  Google Scholar 

  22. Thuro, K.: Drillability prediction: geological influences in hard rock drill and blast tunnelling. Geol. Rundsch. 86, 426–438 (1997)

    Article  Google Scholar 

  23. Singh, S.P.; Alam, T.; Chattopadhyaya, S.: A review on the excavator tool bits wear. In: Proceedings of the 1st International and 16th National Conference on Machines and Mechanisms (iNaCoMM2013), IIT Roorkee, India, pp. 823–829 (2013)

  24. Petrica, M.; Badisch, E.; Peinsitt, T.: Abrasive wear mechanisms and their relation to rock properties. Wear 308, 86–94 (2013)

    Article  Google Scholar 

  25. Schimazek, J.; Knatz, H.: The assessment of cuttability of rocks by drag and roller bits. Ertzmetall 29, 113–119 (1976)

    Google Scholar 

  26. Roxborough, F.F.: The role of some basic rock properties in assessing cuttability. In: Proceedings on Seminar on Tunnels: Wholly Engineered Structures (1987)

  27. Gehring, K.: Prognosis of advance rates and wear for underground mechanized excavations. Felsbau 13, 439–448 (1995)

    Google Scholar 

  28. Hassanpour, J.; Rostami, J.; Azali, S.T.; Zhao, J.: Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran. Tunn. Undergr. Space Technol. 43, 222–231 (2014)

    Article  Google Scholar 

  29. Ellecosta, P.; Schneider, S.; Kasling, H.; Thuro, K.: Hardness–A new method for characterising the interaction of TBM disc cutters and rocks? In: 13th ISRM International Congress of Rock Mechanics, Montreal, Canada (2015)

  30. Macias, F.J.; Dahl, F.; Bruland, A.: New rock abrasivity test method for tool life assessments on hard rock tunnel boring: the rolling indentation abrasion test (RIAT). Rock Mech. Rock Eng. 49, 1679–1693 (2016)

    Article  Google Scholar 

  31. Beckhaus, K.; Thuro, K.: Abrasivität von Lockergestein in der Großbohrtechnik-Versuchstechnik und praktische Erfahrungen-. 30. Baugrundtagung, Dortmund (2008)

  32. Adebayo, B.; Akande, J.: Analysis of button bit wear and performance of down-the-hole hammer drill. Ghana Min. J. 15, 36–41 (2015)

    Google Scholar 

  33. Sahoo, S.K.; Choudhary, B.: Effect of uniaxial compressive strength of rock on penetration rate and bit wear rate of drill. J. Mines, Met. Fuels 65, 454–472 (2017)

    Google Scholar 

  34. Adebayo, B.: Evaluation of the performance of Atlas Copco SDR4 Rotary drill in Sagamu limestone formation, Nigeria. FUTA J. Eng. Eng. Technol. 13, 12–19 (2019)

    Google Scholar 

  35. Capik, M.; Batmunkh, B.: Measurement, prediction, and modeling of bit wear during drilling operations. J. Min. Environ. 12, 15–30 (2021)

    Google Scholar 

  36. Capik, M.; Yilmaz, A.O.: Development models for the drill bit lifetime prediction and bit wear types. Int. J. Rock Mech. Min. Sci. 139, 104633 (2021)

    Article  Google Scholar 

  37. Thakur, M.; Choudhary, B.S.; Seervi, V.: An investigation into the effect of rock properties on drill bit life. J. Inst. Eng. (India): Ser. D., 1–10 (2023)

  38. ASTM: Standard test method for compressive strength of dimension stone. ASTM C170/C170M-17, American society for testing and materials, pp. 1–4 (2017)

  39. ISRM: Suggested methods for determining tensile strength of rock materials. Int. J. Rock Mech. Min. Sci. 15, 99–103 (1978)

  40. ASTM: Standard test method for laboratory determination of abrasiveness of rock using the CERCHAR abrasiveness index method. ASTM D7625, American Society for Testing and Materials (2022)

  41. Thuro, K.: Prediction of drillability in hard rock tunnelling by drilling and blasting. In: World Tunnel Congress, pp. 103–108 (1997)

  42. Paschen, D.: Petrographic and geomechanical characterization of Ruhr area carboniferous rocks for the determination of their wear behavior. Technische Unversitat Claustahl 202 (1980)

  43. Majeed, Y.; Bakar, M.A.: A study to correlate LCPC rock abrasivity test results with petrographic and geomechanical rock properties. Q. J. Eng. Geol.Hydrogeol. 51, 365–378 (2018)

    Article  Google Scholar 

  44. Ghorbani, S.; Hoseinie, S.H.; Ghasemi, E.; Sherizadeh, T.: A review on rock hardness testing methods and their applications in rock engineering. Arab. J. Geosci. 15, 1067 (2022)

    Article  Google Scholar 

  45. Aydin, A.: ISRM suggested method for determination of the schmidt hammer rebound hardness: revised version. In: Ulusay, R. (Ed.) The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014, pp. 25–33. Springer International Publishing, Cham (2015)

    Google Scholar 

  46. Rostami, J.; Ghasemi, A.; Alavi Gharahbagh, E.; Dogruoz, C.; Dahl, F.: Study of dominant factors affecting Cerchar abrasivity index. Rock Mech. Rock Eng. 47, 1905–1919 (2014)

    Article  Google Scholar 

  47. Alber, M., et al.: ISRM suggested method for determining the abrasivity of rock by the CERCHAR abrasivity test. In: Ulusay, R. (Ed.) The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014, pp. 101–106. Springer, Cham (2015)

    Google Scholar 

  48. Kalhori, H.; Bagherpour, R.: Prediction of shotcrete compressive strength using Intelligent Methods; Neural Network and Support Vector Regression. Cem. Lime Concr. 22(84), 126–136 (2019)

    Google Scholar 

  49. Ghasemi, E.; Kalhori, H.; Bagherpour, R.: A new hybrid ANFIS–PSO model for prediction of peak particle velocity due to bench blasting. Eng. Comput. 32, 607–614 (2016)

    Article  Google Scholar 

Download references

Funding

The authors declare that no funds, grants, or other support were received during the preparation of this manuscript.

Author information

Authors and Affiliations

Authors

Contributions

All authors contributed to the study conception and design. Material preparation, data collection and analysis were performed by HK and RB. The first draft of the manuscript was written by HT and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Raheb Bagherpour.

Ethics declarations

Conflict of interest

The authors have no relevant financial or non-financial interests to disclose.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kalhori, H., Bagherpour, R. & Tudeshki, H. Wear Prediction of Rock Drill Bits Based on Geomechanical Properties of Rocks. Arab J Sci Eng (2023). https://doi.org/10.1007/s13369-023-08598-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s13369-023-08598-8

Keywords

Navigation