Comparison Study on Coarseness Index and Maximum Diameter of Rock Fragments by Linear Cutting Tests

Abstract

Rock fragments obtained by excavation can provide information for evaluating the excavation efficiency, for which the coarseness index (CI) and particle size parameters (d(50), d(MPS), and d ') are used. However, CI depends on the number and size of the sieves used, and the particle size parameters require mathematical calculations. In this study, the maximum diameter (d(max)) of rock fragments was used as an indicator of the excavation efficiency. Linear cutting tests were performed and the rock fragments were sieved to obtain the CI and d(max). The relationship between d(max) and CI was similar to that between other particle parameters and CI. d(max) and CI increased with increasing penetration depth and spacing, but d(max) followed a linear relationship, and CI demonstrated a power relationship. Both d(max) and CI reached their maximum values at a specific ratio of spacing to penetration depth (s/p ratio) and were not affected by subsequent increases in s/p. The cutting force and volume had positive relationships with d(max) and CI, linear with d(max) and exponential with CI, whereas the specific energy (SE) had an inverse relationship, showing exponential and linear relationships with d(max) and CI, respectively. When d(max) was larger than a certain value, SE converged to a constant value. This study confirmed that d(max) has an advantage over CI in determining excavation efficiency.