Technical Papers
Dec 15, 2021

Cross-Scale Characteristics of Damage Evolution in Granite under High-Confining Pressure Cyclic Loading

Publication: International Journal of Geomechanics
Volume 22, Issue 2

Abstract

The rock properties under periodic load are important to the stability of engineering works. It needs to analyze the mechanical properties and damage of deeply buried rock under periodic load. Taking granite in a mine as the research object, designed the experiment involving different cycles under different confining pressures and constant periodic upper and lower limit loads, carried out corresponding high-confining pressure cyclic loading experiment. The results show that a closed stress hysteresis loop is formed during loading and unloading cycles under different confining pressures. The hysteresis loop area of axial deformation decreases gradually with an increase of cycles. With the confining pressure increasing, the deformation modulus decreases gradually. However, under the same confining pressure, the deformation modulus remains almost unchanged as the number of loading–unloading cycles increase. As the number of cycles increase, the residual displacement shows an increasing trend whereas the axial and circumferential strains decrease. This can be explained by primary cracks gradually becoming compacted with the increase of cycles so that the proportion of axial elastic strain increases, the proportion of circumferential elastic strain increases. Fractal analysis of the T2 spectrum shows that the sample has fractal characteristics before and after cyclic loading.

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Acknowledgments

The authors gratefully acknowledge the support of the National Key Research and Development Program of China through Grant No. 2017YFC0602901 and the support of the National Natural Science Foundation of China (Grant No. 41672298). The authors also thank instructional support specialist Modern Analysis and Testing Central of Central South University.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 2February 2022

History

Received: Sep 24, 2020
Accepted: Oct 25, 2021
Published online: Dec 15, 2021
Published in print: Feb 1, 2022
Discussion open until: May 15, 2022

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Authors

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Dongjie Yang, Ph.D., M.ASCE [email protected]
School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China. Email: [email protected]
Jianhua Hu, M.ASCE [email protected]
Professor, School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China. Email: [email protected]
Tan Zhou, Ph.D., M.ASCE [email protected]
School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China (corresponding author). Email: [email protected]
Xiaotian Ding, Ph.D.
Dept. of Earth and Space Sciences, Southern Univ. of Science and Technology, Shenzhen 518000, China.

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Cited by

  • Analysis of damage characteristics of fine and medium‐fine cracked sandstones under a complex stress path, Energy Science & Engineering, 10.1002/ese3.1230, 10, 9, (3443-3458), (2022).

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