Zilong Zhou, Jinpeng Dong, Liuqi Zeng, Di Xu, Shaofeng Wang
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引用次数: 0
Abstract
Rock abrasivity is a critical factor to consider when assessing cutter wear and its service life during rock excavation. To determine rock abrasivity, the Cerchar Abrasivity Test is commonly used to derive the Cerchar Abrasivity Index (CAI) due to its effectiveness and convenience. In this study, 18 different types of intact rocks were selected for testing their geomechanical properties, including density, P-wave velocity (UPV), hardness (H), uniaxial compression strength (UCS), Brazilian tensile strength (BTS), elastic modulus (E), brittleness index (B) and equivalent quartz content (EQC). Subsequently, the correlations between CAI and these geomechanical parameters were analyzed. Simple and multiple regression analysis were conducted to obtain estimation models for calculating the basic mechanical parameters of rocks. The results of the simple regression show a strong positive correlation between CAI and UCS, BTS, E, H, B, and EQC. The correlation coefficients of CAI with each parameter are all higher than 0.8. By contrast, the multiple regression equations with higher coefficients of determination are more precise and reliable than simple regression equations. Finally, it was concluded that the Cerchar Abrasivity Index can effectively estimate cutter life and provide guidance for projects.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.