Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading

• Published in: Geofluids Vol. 2021; pp. 1 - 8
• Main Authors: Wang, Jianguo, Zuo, Ting, Li, Xianglong, Tao, Zihao, Ma, Jun
• Format: Journal Article
• Language: English
• Published: Chichester Hindawi 13.11.2021; Hindawi Limited; Wiley
• Subjects: Biotite; Blasting; Comparative analysis; Compressive strength; Crack initiation; Density; Dimensions; Energy consumption; Energy dissipation; Energy distribution; Energy exchange; Flux density; Fractal geometry; Fractals; Impact damage; Impact loads; Impact tests; Loads (forces); Mining; Morphology; Propagation; Roads; Rocks; Schist; Schists; Size distribution; Strain rate; Velocity
• ISSN: 1468-8115; 1468-8123
• DOI: 10.1155/2021/1570160

In order to study the fractal characteristics of the pomegranate biotite schist under the effect of blasting loads, a one-dimensional SHPB impact test was carried out to test the dynamic compressive strength, damage morphology, fracture energy dissipation density, and other parameters of the rocks under different strain rates; besides, sieve tests were conducted to count the mass fractal characteristics of the crushed masses under different strain rates to calculate the fractal dimension of the crushed rock D. Finally, the relationships between fractal dimension and dynamic compressive strength, crushing characteristics, and energy dissipation characteristics were analysed. The results show that under different impact loads, the strain rate effect of the rock is significant and the dynamic compressive strength increases with the increasing strain rate, and they show a multiplicative power relationship. The higher the strain rate of the rock, the deeper the fragmentation and the higher the fractal dimension, and the fractal dimension and rock crushing energy density are multiplied by a power relationship. By performing the comparative analysis of the pomegranate biotite schist, a reasonable strain rate range of 78.75 s-1~82.51 s-1 and a reasonable crushing energy consumption density range of 0.78 J·cm-3~0.92 J·cm-3 were determined. This research provides a great reference for the analysis of dynamic crushing mechanism, crushing block size distribution, and crushing energy consumption of the roadway surrounding rock.