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

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 u...

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Main Authors: Jianguo Wang, Ting Zuo, Xianglong Li, Zihao Tao, Jun Ma
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/1570160
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author Jianguo Wang
Ting Zuo
Xianglong Li
Zihao Tao
Jun Ma
author_facet Jianguo Wang
Ting Zuo
Xianglong Li
Zihao Tao
Jun Ma
author_sort Jianguo Wang
collection DOAJ
description 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.
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spelling doaj-art-404f70e59c7d47549f6825c09f7c95662025-02-03T06:45:50ZengWileyGeofluids1468-81232021-01-01202110.1155/2021/1570160Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact LoadingJianguo Wang0Ting Zuo1Xianglong Li2Zihao Tao3Jun Ma4Faculty of Land Resources EngineeringFaculty of Land Resources EngineeringFaculty of Land Resources EngineeringFaculty of Land Resources EngineeringFaculty of Land Resources EngineeringIn 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.http://dx.doi.org/10.1155/2021/1570160
spellingShingle Jianguo Wang
Ting Zuo
Xianglong Li
Zihao Tao
Jun Ma
Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
Geofluids
title Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
title_full Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
title_fullStr Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
title_full_unstemmed Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
title_short Study on the Fractal Characteristics of the Pomegranate Biotite Schist under Impact Loading
title_sort study on the fractal characteristics of the pomegranate biotite schist under impact loading
url http://dx.doi.org/10.1155/2021/1570160
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