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.
引用
收藏
页数:10
相关论文
共 50 条
  • [31] Rockbursting characteristics and structural effects of rock mass
    Tan, Yian
    Sun, Guangzhong
    Liu, Guochang
    Proceedings of International Congress International Association of Engineering Geology, 1990,
  • [32] Experimental research on mechanical characteristics of weak structural plane(zone) under high pore water pressure
    Li, Tianyi
    Xu, Jin
    Wang, Lu
    Ran, Jie
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2012, 31 (SUPPL. 2): : 3936 - 3941
  • [33] Effects of bedding plane properties on mechanical, acoustic emission and micro failure characteristics of bedded rock mass
    Liu, Xiaowei
    Meng, Yaoyao
    Jing, Hongwen
    Liu, Wei
    Wan, Ce
    Cao, Yanni
    Yin, Qian
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 83 (05)
  • [34] Structural hierarchy and mechanical properties of rock mass. Part I: Structural hierarchy and strength of rock mass
    Qi, Chengzhi
    Wang, Mingyang
    Qiian, Qihu
    Chen, Jianjie
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON SHOCK & IMPACT LOADS ON STRUCTURES, 2007, : 455 - +
  • [35] Rock mechanical failure characteristics and energy evolution analysis of coal-rock combination with different dip angles
    Wenbing Shen
    Weijian Yu
    Bao Pan
    Ke Li
    Arabian Journal of Geosciences, 2022, 15 (1)
  • [36] Deterioration Characteristics of Structural Plane and Dynamic Instability Mechanism of High Dangerous Rock Mass under Earthquake
    Gao B.
    Zhang J.
    Zhang L.
    Diqiu Kexue - Zhongguo Dizhi Daxue Xuebao/Earth Science - Journal of China University of Geosciences, 2022, 47 (12): : 4417 - 4427
  • [37] Research on Rock Mass blasting of Weak Plane by High Dynamic Strain Test
    Li, Zhenfang
    Xue, Huajun
    Chen, Jun
    Liu, Kang
    He, Tianyu
    EXPLORATION AND PROCESSING OF MINERAL RESOURCES, 2014, 868 : 335 - 338
  • [38] Structural evolution of bedrock as a key to rock mechanical properties
    Pajunen, M
    Elminen, T
    Airo, ML
    Wennerström, M
    ROCK MECHANICS: A CHALLENGE FOR SOCIETY, 2001, : 143 - 148
  • [39] Characteristics and fitting model of structure plane in layered rock mass
    Zhu, Zi-Qiang
    Li, Hai-Qing
    Liu, Qun-Yi
    He, Xian-Qi
    Shu, Gu-Sheng
    Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 2009, 31 (05): : 38 - 42
  • [40] Structural characteristics and mechanical properties of rock mass in the field of Tianwan Nuclear Power Plant, China
    Zhou, Nian-Qing
    Tang, Yi-Qun
    Deng, Yong-Hua
    Zhao, Zai-Li
    Journal of Shanghai Jiaotong University (Science), 2006, 11 E (04) : 512 - 517