Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression

The energy conversion in rocks has an important significance for evaluation of the stability and safety of rock engineering. In this paper, some uniaxial compression tests for fifteen different rocks were performed. The evolution characteristics of the total energy, elastic energy, and dissipated en...

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Main Authors: M. M. He, F. Pang, H. T. Wang, J. W. Zhu, Y. S. Chen
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2020/8865958
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author M. M. He
F. Pang
H. T. Wang
J. W. Zhu
Y. S. Chen
author_facet M. M. He
F. Pang
H. T. Wang
J. W. Zhu
Y. S. Chen
author_sort M. M. He
collection DOAJ
description The energy conversion in rocks has an important significance for evaluation of the stability and safety of rock engineering. In this paper, some uniaxial compression tests for fifteen different rocks were performed. The evolution characteristics of the total energy, elastic energy, and dissipated energy for the fifteen rocks were studied. The dissipation energy coefficient was introduced to study the evolution characteristics of rock. The evolution of the dissipation energy coefficient for different rocks was investigated. The linear interrelations of the dissipation energy coefficients and the yield strength and peak strength were explored. The method was proposed to determine the strength of rock using the dissipation energy coefficients. The results show that the evolution of the dissipation energy coefficient exhibits significant deformation properties of rock. The dissipation energy coefficients linearly increase with the compaction strength, but decrease with the yield strength and peak strength. Moreover, the dissipation energy coefficient can be used to determine the rock burst proneness and crack propagation in rocks.
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institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-33c6fd1766c34df3a7ca3d5eefe67dfb2025-02-03T06:46:28ZengWileyShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/88659588865958Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial CompressionM. M. He0F. Pang1H. T. Wang2J. W. Zhu3Y. S. Chen4State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, ChinaShaanxi Key Laboratory of Loess Mechanics and Engineering, Xi’an University of Technology, Shaanxi 710048, ChinaShaanxi Key Laboratory of Loess Mechanics and Engineering, Xi’an University of Technology, Shaanxi 710048, ChinaXi’an Research Institute of China Coal Research Institute, Xi’an 710077, ChinaShaanxi Key Laboratory of Loess Mechanics and Engineering, Xi’an University of Technology, Shaanxi 710048, ChinaThe energy conversion in rocks has an important significance for evaluation of the stability and safety of rock engineering. In this paper, some uniaxial compression tests for fifteen different rocks were performed. The evolution characteristics of the total energy, elastic energy, and dissipated energy for the fifteen rocks were studied. The dissipation energy coefficient was introduced to study the evolution characteristics of rock. The evolution of the dissipation energy coefficient for different rocks was investigated. The linear interrelations of the dissipation energy coefficients and the yield strength and peak strength were explored. The method was proposed to determine the strength of rock using the dissipation energy coefficients. The results show that the evolution of the dissipation energy coefficient exhibits significant deformation properties of rock. The dissipation energy coefficients linearly increase with the compaction strength, but decrease with the yield strength and peak strength. Moreover, the dissipation energy coefficient can be used to determine the rock burst proneness and crack propagation in rocks.http://dx.doi.org/10.1155/2020/8865958
spellingShingle M. M. He
F. Pang
H. T. Wang
J. W. Zhu
Y. S. Chen
Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
Shock and Vibration
title Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
title_full Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
title_fullStr Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
title_full_unstemmed Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
title_short Energy Dissipation-Based Method for Strength Determination of Rock under Uniaxial Compression
title_sort energy dissipation based method for strength determination of rock under uniaxial compression
url http://dx.doi.org/10.1155/2020/8865958
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AT jwzhu energydissipationbasedmethodforstrengthdeterminationofrockunderuniaxialcompression
AT yschen energydissipationbasedmethodforstrengthdeterminationofrockunderuniaxialcompression