A statistical approach for the correlation between Cerchar Abrasivity Index and Uniaxial Compressive Strength of rocks

被引:1
作者
Di Giovanni A. [1 ]
Todaro C. [1 ]
Cardu M. [1 ]
机构
[1] DIATI, Politecnico di Torino, Corso Duca degli Abruzzi 24, Torino
来源
Geomechanik und Tunnelbau | 2023年 / 16卷 / 04期
关键词
CAI prediction; Cerchar Abrasivity Index; Excavations; Innovative procedures/test techniques; Mechanized tunneling; Rock mechanics; tools wear; Uniaxial Compressive Strength; wear;
D O I
10.1002/geot.202200015
中图分类号
学科分类号
摘要
In any underground excavation project, choosing the best excavation technique and careful preliminary assessments of wear costs and production rates are crucial aspects to consider. The production rate and costs of tools, as well as the frequency of tool replacement, deeply affect the duration and cost-effectiveness of the whole project. Among the rock-specific characteristics affecting tool wear, Cerchar abrasivity index (CAI) and uniaxial compressive strength (UCS) play an important role. In this article, the relationship between these two parameters was examined by regression analyses for 237 different rocks with the aim to define a preliminary and expected wear potential of three groups of rocks: sedimentary, metamorphic and igneous rocks. The analysis of the results showed that 86 % of the igneous rocks analysed have a CAI > 2, which is a medium or high level of abrasiveness. In sedimentary rocks, over 70 % of the samples are characterised by low abrasiveness behaviour (CAI < 2). Results obtained for these rocks can represent an instrument for predicting the abrasiveness potential of a rock when the UCS is known associating it with an expected range value of CAI. Metamorphic rocks, on the other hand, cannot be classified in specific ranges of UCS and CAI. For this rock group, therefore, a univocal tool for forecasting could not have been obtained, but analyses of rock type and quartz content show that the mineralogical content cannot be considered the only parameter for a wear analysis. © 2023 Ernst & Sohn GmbH.
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页码:422 / 430
页数:8
相关论文
共 40 条
  • [1] Ellecosta P., Kasling H., Thuro K., Wear phenomena in Tunnel Boring Machine (TBM) hard rock drilling―reasons and consequences, IAEG/AEG Annual Meeting Proceedings, 4, pp. 57-64, (2019)
  • [2] Alber M., Stress dependency of the Cerchar abrasivity index (CAI) and its effects on wear of selected rock cutting tools, Tunnelling and Underground Space Technology, 23, 4, pp. 351-359, (2008)
  • [3] 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 Mechanic and Rock Engineering, 49, pp. 1679-1693, (2016)
  • [4] Rostami J., Ghasemi A., Gharahbagh E.A., Dogruoz C., Dahl F., Study of dominant factors affecting Cerchar Abrasivity Index, Rock Mechanic and Rock Engineering, 47, pp. 1905-1919, (2013)
  • [5] Cerchar Centre d'Études et des Recherches des Charbonnages de France, The Cerchar Abrasivity Index, (1986)
  • [6] Abu Bakar M.Z., Majeed Y., Rostami J., Effects of rock water content on Cerchar Abrasivity Index, pp. 132-145, (2016)
  • [7] Kasling H., Plinninger R.J., Empfehlung Nr. 23: Bestimmung der Abrasivität von Gesteinen mit dem CERCHAR-Versuch, Empfehlungen des Arbeitskreises “Versuchstechnik Fels”, (2022)
  • [8] Majeed Y., Bakar M.Z., Statistical evaluation of CERCHAR Abrasivity Index (CAI) measurement methods and dependence on petrographic and mechanical properties of selected rocks of Pakistan, Bulletin of Engineering Geology and the Environment, 75, pp. 1341-1360, (2016)
  • [9] Plinninger R.J., Kasling H., Thuro K., Wear prediction in hard rock excavation using the CERCHAR Abrasiveness Index (CAI), pp. 599-604, (2004)
  • [10] Alber M., Yarali O., Dahl F., Bruland A., Kasling H., Michalakopoulos T.N., Cardu M., Hagan P., Aydin H., Ozarslan A., ISRM suggested method for determining the abrasivity of rock by the CERCHAR abrasivity test, Rock Mechanic and Rock Engineering, 47, pp. 261-266, (2014)