Analysis of Energy Evolution Characteristics of Salt Rock Under Different Loading Rates

J. B. Wang; J. B. Wang; X. Liu; X. Liu; Q. Zhang; Q. Zhang; Z. P. Song; Z. P. Song

doi:10.3389/feart.2022.829185

Frontiers in Earth Science (Apr 2022)

Analysis of Energy Evolution Characteristics of Salt Rock Under Different Loading Rates

J. B. Wang,
J. B. Wang,
X. Liu,
X. Liu,
Q. Zhang,
Q. Zhang,
Z. P. Song,
Z. P. Song

Affiliations

J. B. Wang: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
J. B. Wang: Key Laboratory of Geotechnical and Underground Space Engineering of Shaanxi Province, Xi’an, China
X. Liu: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
X. Liu: Key Laboratory of Geotechnical and Underground Space Engineering of Shaanxi Province, Xi’an, China
Q. Zhang: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
Q. Zhang: Key Laboratory of Geotechnical and Underground Space Engineering of Shaanxi Province, Xi’an, China
Z. P. Song: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
Z. P. Song: Key Laboratory of Geotechnical and Underground Space Engineering of Shaanxi Province, Xi’an, China

DOI: https://doi.org/10.3389/feart.2022.829185
Journal volume & issue: Vol. 10

Abstract

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The existing uniaxial compression test results of salt rock under different loading rates are used to study its energy evolution characteristics during deformation and failure in this study. First of all, the influence of loading rate on the total energy density, elastic energy density, and dissipated energy density is analyzed. Afterward, the relationship between the number and size of fragments, crushing intensity after rock destruction, and energy density of each part is discussed. The results show that the energy evolution process of salt rock during deformation and failure contains three stages, namely, energy accumulation stage, energy dissipation stage, and energy release stage. With the increase in loading rate, the total energy density and dissipated energy density gradually decrease, whereas the elastic energy density increases. When the volume of rock remains constant, the greater the dissipated strain energy, the more the number of fragments will be produced after rock failure. When the dissipated strain energy remains unchanged, the larger the dissipated strain energy (surface free energy) is, the smaller the number and the larger the size of fragments will be produced. When the total strain energy is constant, the splash rate of the fragments increases with increasing elastic strain energy ratio.

Published in Frontiers in Earth Science

ISSN: 2296-6463 (Online)
Publisher: Frontiers Media S.A.
Country of publisher: Switzerland
LCC subjects: Science
Website: https://www.frontiersin.org/journals/earth-science

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