References
- Petrica, M., Painsi, M., Badisch, E., Peinsitt, T. (2014): Wear Mechanisms on Martensitic Steels Generated by Different Rock Types in Two-Body Conditions. Tribology Letters, 53(3), pp. 607–616, DOI: 10.1007/s11249-014-0298-z.
- Golovanevskiy, V.A., Bearman, R.A. (2008): Gouging abrasion test for rock abrasiveness testing. International Journal of Mineral Processing, 85(4), pp. 111–120, DOI: 10.1016/j.minpro.2007.08.004.
- BBT Brenner Base Tunnel [online]. Galleria di Base del Brennero – Brenner Basistunnel BBT SE [cited 3/5/2020]. Available on: https://www.bbt-se.com.
- Marti Group [online, cited 3/5/2020]. Available on: https://www.marti.com.
- Robbins [online]. The Robbins company [cited 3/5/2020]. Available on: https://www.therobbinscompany.com.
- Krauze, K., Bołoz, Ł., Wydro, T. (2015): Parametric Factors for the Tangential-Rotary Picks Quality Assessment. Archives of Mining Sciences, 60(1), pp. 265–281, DOI: 10.1515/amsc-2015-0018.
- Boart Longyear [online]. Boart Longyear company [cited 3/5/2020]. Available on: https://www.boartlongyear.com.
- Varel [online]. Varel International Energy Services [cited 3/5/2020]. Available on: http://www.vareloilandgas.com.
- Tkalich, D., Yastrebov, V.A., Cailletaud, G., Kane, A. (2017): Multiscale modeling of cemented tungsten carbide in hard rock drilling. International Journal of Solids and Structures, 128, pp. 282–295, DOI: 10.1016/j.ijsolstr.2017.08.034.
- Yahiaoui, M., Paris, J.Y., Denape, J., Dourfaye, A. (2015): Multiscale and Comparative Study of WCCo Tribological Behavior. In: Procédés et Génie civil: 27ème Journées Internationales Francophones de Tribologie: JIFT, Nantes, France, Do, M.T., Cérézo, V., Kapsa, P. (eds.). Presses des Mines: Paris, pp. 219–226.
- Cavpower [online, cited 3/5/2020]. Available on: https://www.cavpower.com.
- RWE [online]. RWE Group [cited 3/5/2020]. Available on: https://www.group.rwe.
- Blumaq [online, cited 3/5/2020]. Available on: https://www.blumaq.com.
- Sandvik [online, cited 3/5/2020]. Available on: https://www.rocktechnology.sandvik.
- Metso [online, cited 3/5/2020]. Available on: https://www.metso.com.
- Energosteel [online, cited 3/5/2020]. Available on: https://energosteel.com.
- Alber, M., Yarah, O., Dahl, F., Bruland, A., Käsling, H., Michalakopoulos, T.N., Cardu, M., Hagan, P., Aydin, H., Özarslan, A. (2013): ISRM Suggested Method for Determining the Abrasivity of Rock by the CERCHAR Abrasivity Test. Rock Mechanics and Rock Engineering, 47(1), pp. 261–266, DOI: 10.1007/s00603-013-0518-0.
- Käsling, H., Thuro, K. (2010): Determining rock abrasivity in the laboratory. In: Rock mechanics in civil and environmental engineering: proceedings of the European Rock Mechanics Symposium (EUROCK) 2010, Lausanne, Switzerland, Zhao, J. (ed.). CRC Press: Leiden.
- Plinninger, R., Käsling, H., Thuro, K., Spaun, G. (2003): Testing conditions and geomechanical properties influencing the CERCHAR abrasiveness index (CAI) value. International Journal of Rock Mechanics & Mining Sciences, 40(2), pp. 259–263, DOI: 10.1016/S1365-1609(02)00140-5.
- Aydin, H. (2019): Investigating the effects of various testing parameters on Cerchar abrasivity index and its repeatability. Wear, 418–419, pp. 61–74, DOI: 10.1016/j.wear.2018.11.001.
- Thuro, K., Singer, J., Käsling, H., Bauer, M. (2006): Soil Abrasivity Assessment Using the LCPC Testing Device. Felsbau, 24(6), pp. 37–45, DOI: 10.1201/NOE0415444019-c103.
- Dahl, F., Bruland, A., Jakobsen, P.D., Nilsen, B., Grøv, E. (2012): Classification of properties influencing the drillability of rocks, based on the NTNU/SINTEF test method. Tunnelling and Underground Space Technology, 28, pp. 150–158, DOI: 10.1016/j.tust.2011.10.006.
- Jakobsen, P.D., Bruland, A., Dahl, F. (2013): Review and assessment of the NTNU/SINTEF Soil Abrasion Test (SATTM) for determination of abrasiveness of soil and soft ground. Tunnelling and Underground Space Technology, 37, pp. 107–114, DOI: 10.1016/j.tust.2013.04.003.
- Macias, F.J., Dahl, F., Bruland, A. (2016): New Rock Abrasivity Test Method for Tool Life Assessments on Hard Rock Tunnel Boring: The Rolling Indentation Abrasion Test (RIAT). Rock Mechanics and Rock Engineering, 49(5), pp. 1679–1693, DOI: 10.1007/s00603-015-0854-3.