AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (11.4 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Publishing Language: Chinese | Open Access

Effect of Circumferential Stress on Energy Evolution Mechanism of Rockburst under True Triaxial Unilateral Unloading Conditions

Huaxu ZHANG1Xin HUANG1Jiaqi GUO1( )Feiyue SUN2Zihui ZHU1
School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, Henan, China
School of Emergency Management, Henan Polytechnic University, Jiaozuo 454000, Henan, China
Show Author Information

Abstract

In order to study the influence of hoop stress on the energy evolution in the process of rockburst catastrophe, a new true triaxial rockburst test system was used to carry out the rockburst simulation test of single-side rapid unloading, three-five-side force and vertical continuous loading under different circumferential stresses. The rockburst failure modes of granite samples under different hoop stresses were analyzed. Combined with the principle of energy conservation, the evolution law of individual energy in the process of rockburst catastrophe was revealed. The results show that there is an obvious energy competition evolution mechanism between dissipated energy and elastic strain energy under different circumferential stresses. The circumferential stress will significantly affect the damage degree and distribution range of the rock sample. The unloading surface of the rock sample with a circumferential stress of 178.992 MPa has the deepest damage degree. Under the action of high circumferential stress, the elastic strain energy in the rock sample releases faster after the peak point, and the development of rockburst has short-term characteristics. The conversion rate of dissipated energy is proportional to the circumferential stress, and the conversion rate of elastic strain energy is inversely proportional to the circumferential stress. From the absolute value of energy, the increase of circumferential stress will obviously increase the accumulation of elastic strain energy and the release of dissipated energy. The total energy conversion rate of the rock sample is greater than the elastic energy conversion rate, which in turn exceeds the dissipated energy conversion rate. All three parameters exhibit positive correlations with circumferential stress. The increase of the circumferential stress will obviously accelerate the conversion rates of total energy, elastic energy and dissipated energy.

CLC number: O347.1; O521.9 Document code: A

References

【1】
【1】
 
 
Chinese Journal of High Pressure Physics

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
ZHANG H, HUANG X, GUO J, et al. Effect of Circumferential Stress on Energy Evolution Mechanism of Rockburst under True Triaxial Unilateral Unloading Conditions. Chinese Journal of High Pressure Physics, 2025, 39(12). https://doi.org/10.11858/gywlxb.20251066

126

Views

0

Downloads

0

Crossref

1

Scopus

0

CSCD

Received: 28 March 2025
Revised: 24 April 2025
Published: 05 December 2025
© 2025 Editorial Office of Chinese Journal of High Pressure Physics

This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc/4.0/)