journal article·2025-10-03Open access

Empirical relationship of characteristic impedance with rock drillability and cuttability

Zong-Xian Zhang, Shengtao Zhou, Zhao Wang, Dengdeng Zhuang

Abstract

In rock and mining engineering, it is essential to predict rock cuttability and drillability for estimating drilling costs, selecting suitable drilling/cutting machine and tools, and achieving high productivity. To predict the drillability and cuttability, many destructive methods have been developed. However, they are often expensive and time-consuming. To explore a non-destructive method, this paper builds a series of empirical relationships between rock characteristic impedance and its drillability and cuttability indices by using a large quantity of measured data from various laboratory and field tests in previous publications. The relationships between rock’s UCS (uniaxial compressive strength) and its drillability and cuttability indices are also built for comparison. The results indicate that: (1) the penetration rates of both percussive drilling and rotary drilling depend on rock characteristic impedance, and they decrease with increasing impedance. (2) The specific energies in percussive drilling, rotary drilling and cutting all increase with increasing rock impedance. (3) Most of current drillability indices such as alfa, DRI, CLI and Shore hardness have a certain relationship with rock impedance. (4) Characteristic impedance has a more confident relation with drillability and cuttability than the UCS. Since determination of rock impedance does not necessarily require a destructive method, characteristic impedance has a great potential to be taken as an index to predict rock drillability and cuttability.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Tunneling and Rock Mechanics · Drilling and Well Engineering · Geotechnical and Geomechanical Engineering

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

University of Oulu

Hohai University

China University of Geosciences

Xi’an University of Architecture and Technology

Funding

K. H. Renlund Foundation

References (56)

Show source-provided references
1. Singh B, Goel RK. Engineering rock mass classification: tunnelling, foundations and landslides. Oxford: Butterworth-Heinemann; 2012. p. 287–292.
2. 10.1007/s40033-015-0104-610.1007/s40033-015-0104-6 ↗
3. 10.1016/0148-9062(65)90022-710.1016/0148-9062(65)90022-7 ↗
4. 10.1016/j.jrmge.2018.09.00510.1016/j.jrmge.2018.09.005 ↗
5. McFeat Smith I, Fowell RJ. Correlation of rock properties and cutting performance of tunnelling machines. In: Proceedings of the Conference on Rock Engineering; London, (UK); 1977. p. 582–602.
6. 10.1016/B978-0-444-42086-2.50046-610.1016/B978-0-444-42086-2.50046-6 ↗
7. Johnson ST, Fowell RJ. A rational approach to practical performance assessment for rapid excavation using boom-type tunneling machines. In: Proceedings of the 25th US Symposium on Rock Mechanics; Illinois (USA); 1984. p. 759–766.
8. Farmer IW, Garritty P. Prediction of roadheader cutting performance from fracture toughness considerations. In: 6th ISRM congress. Montreal, Canada: Rotterdam: A A Balkema; 1987. p. 621–624.
9. Sekula F, Krupa V, Krepelka F. Monitoring of the rock strength characteristics in the course of full of face driving process. In: Rakowski Z, editor. Proceedings of the international conference on geomechanics; Hradec, Ostrava, Czechoslovakia. 1991. p. 299–303.
10. Rostami J, Ozdemir L, Neil DM. Performance prediction: a key issue in mechanical hard rock mining. Min Eng. 1994;11:1263–1267.
11. 10.1179/mnt.2001.110.3.14910.1179/mnt.2001.110.3.149 ↗
12. 10.1016/j.ijrmms.2009.09.00610.1016/j.ijrmms.2009.09.006 ↗
13. 10.1016/j.ijrmms.2010.11.01110.1016/j.ijrmms.2010.11.011 ↗
14. Balci C, Demircin MA, Copur H, et al. Estimation of optimum specific energy based on rock properties for assessment of roadheader performance. J S Afr I Min Metall. 2004;104:633–642. Available from: https://hdl.handle.net/10520/AJA0038223X_2978
15. 10.1007/s00603-013-0393-810.1007/s00603-013-0393-8 ↗
16. 10.1016/S1365-1609(03)00063-710.1016/S1365-1609(03)00063-7 ↗
17. Uehigashi K, Tokairin Y, Ishikawa K, et al. Possibility of rock excavation by boom-type tunnelling machines. In: Proceedings 6th Australian Tunnelling Conference; Melbourne; 1987. p. 253–259.
18. 10.1007/s00603-005-0062-710.1007/s00603-005-0062-7 ↗
19. 10.1016/j.ijrmms.2006.09.00110.1016/j.ijrmms.2006.09.001 ↗
20. 10.1007/s00603-006-0108-510.1007/s00603-006-0108-5 ↗
21. 10.1016/j.ijrmms.2020.10433810.1016/j.ijrmms.2020.104338 ↗
22. 10.1016/j.ijrmms.2022.10504810.1016/j.ijrmms.2022.105048 ↗
23. Bilim N. Determination of drillability of some natural stones and their association with rock properties. Sci Res Essays. 2011;6(2):382–387.
24. 10.1007/s00603-006-0111-x10.1007/s00603-006-0111-x ↗
25. 10.1016/j.ijrmms.2007.04.00110.1016/j.ijrmms.2007.04.001 ↗
26. 10.3390/min1010092510.3390/min10100925 ↗
27. 10.1016/j.jrmge.2023.08.00610.1016/j.jrmge.2023.08.006 ↗
28. Selmer-Olsen R, Lien R. Bergartens borbarhet og sprengbarhet, Teknisk Ukeblad, 34. Oslo: Norwegian; 1960. p. 3–11.
29. 10.1007/s00603-017-1289-910.1007/s00603-017-1289-9 ↗
30. 10.1016/j.ijrmms.2005.04.00410.1016/j.ijrmms.2005.04.004 ↗
31. Morris RI. Rock drillability related to a roller cone bit. In: SPE Drilling and Rock Mechanics Conference; Austin, (TX), USA; 1969. p. SPE–2389.
32. 10.1016/S1365-1609(00)00007-110.1016/S1365-1609(00)00007-1 ↗
33. 10.1016/j.tust.2011.10.00610.1016/j.tust.2011.10.006 ↗
34. 10.1061/IJGNAI.GMENG-867610.1061/IJGNAI.GMENG-8676 ↗
35. 10.1007/s10064-023-03144-010.1007/s10064-023-03144-0 ↗
36. 10.1144/qjegh2021-12610.1144/qjegh2021-126 ↗
37. 10.1007/s12517-022-10120-710.1007/s12517-022-10120-7 ↗
38. Karrari SS, Haidari M, Hamidi JK, et al. The assessment of rock brittleness effect on drillability. Adv Appl Geol. 2022;11:671–689.
39. Heydari M, Karrari SS, Khademi Hamidi J, et al. Evaluation brittleness indices of rocks, implication for estimating their toughness modulus. Sci Q J Iran Assoc Eng Geol. 2020;13(3):51–65.
40. Zhang ZX. Rock fracture and blasting: theory and applications. Oxford: Butterworth-Heinemann/Elsevier; 2016. p. 80, 84, 161.
41. 10.1016/j.jrmge.2020.05.00610.1016/j.jrmge.2020.05.006 ↗
42. 10.1007/s00603-023-03216-310.1007/s00603-023-03216-3 ↗
43. 10.1007/s00109000008610.1007/s001090000086 ↗
44. 10.1080/10589759.2024.231356910.1080/10589759.2024.2313569 ↗
45. 10.1007/s00603-023-03359-310.1007/s00603-023-03359-3 ↗
46. Zhang ZX, Hou DF. A preliminary investigation of relation between characteristic impedance of rock and penetration rate. In: 13th International Symposium on Rock Fragmentation by Blasting; Hangzhou; 2022 [2022 Oct 17–19].
47. 10.1007/s00603-020-02199-910.1007/s00603-020-02199-9 ↗
48. 10.1002/9781119722748.ch1510.1002/9781119722748.ch15 ↗
49. 10.1016/S0148-9062(99)00050-910.1016/S0148-9062(99)00050-9 ↗
50. 10.1007/s10064-019-01587-y10.1007/s10064-019-01587-y ↗
51. 10.1007/s00603-021-02687-610.1007/s00603-021-02687-6 ↗
52. Industry News. The history of shore durometer hardness & KTR’s elements for ROTEX couplings. Posted in industry news on 26th April 2012. Available from: https://archive.ph/20150227052925/http://www.ktrcouplings.co.uk/news/the-history-of-shore-durometer-hardness-ktrs-elements-for-rotex-couplings#selection-1899.1-1903.19
53. Bruland A. Hard rock tunnel boring V8—drillability test methods [dissertation]. Norwegian University of Science and Technology; 1998.
54. 10.2118/2163-PA10.2118/2163-PA ↗
55. 10.1785/012006040310.1785/0120060403 ↗
56. 10.1080/10589759.2023.228089610.1080/10589759.2023.2280896 ↗