Mechanical characteristics and energy evolution in a rock mass with a weak structural plane

被引:4
|
作者
Yu, Yongjiang [1 ]
Yang, Yuntao [1 ]
Liu, Jingjing [1 ]
Wang, Pengbo [1 ]
Liu, Jiaming [1 ]
Song, Zhiyuan [1 ]
Zhao, Shangqing [1 ]
机构
[1] Liaoning Tech Univ, Coll Min Engn, Fuxin 123000, Liaoning, Peoples R China
关键词
D O I
10.1038/s41598-023-46180-2
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The present aims to investigate the mechanical characteristics and energy evolution in rock masses containing weak structural planes under conventional triaxial loading conditions. Using a fluid-solid coupling test system of coal rock, numerous conventional triaxial compression tests were performed on rock masses at various dip angles of the structural plane. The obtained empirical outcomes revealed that the deviatoric stress-strain curve of the weak structural plane rock mass with an inclination angle greater than 20 degrees rises step-by-step. On the macro level, slip-stability occurs on the upper and lower parts of the rock mass on the weak structural plane. Then mechanism of the slip-stability phenomenon is explored by analyzing the stress level in the rock mass with various inclination angles. It is found that the energy evolution during deformation and failure reflects the damaged state of the rock. Accordingly, the concept of 'slip dissipation energy' is proposed, and the values of each energy are calculated. The results have a good correspondence with the deviatoric stress-strain curve. Furthermore, it was found that the energy evolution of rock mass with a weak structural plane can be primarily classified into four stages, including storage of the initial energy, slip dissipation, abrupt increase in the pre-peak dissipation energy, and sudden drop in post-peak energy. Rock masses with various levels of dip angles exhibit similar elastic strain energy and dissipation energy at the peak point, demonstrating that energy evolution is dominated by energy storage and dissipation. At the same time, a negative correlation is observed between the structural plane dip angle and the occurrence of instantaneous impact instability failure in rock masses, indicating that a greater dip angle makes the rock mass less prone to experiencing instantaneous impact instability failure. This article provides a new idea for analyzing the geological disasters caused by external disturbances.
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页数:10
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