Characteristics and Association Mechanism of Energy Dissipation and Crack Development in Siltstone Under Triaxial Cyclic Loading and Unloading

被引:1
|
作者
Liu, Zejing [1 ,2 ]
Miao, Shengjun [1 ,2 ]
Liang, Mingchun [2 ]
Yang, Pengjin [2 ]
Zhao, Ziqi [1 ]
Chang, Ningdong [2 ]
机构
[1] Natl Mine Safety Adm, Key Lab Safe & Green Min Met Mines Cemented Paste, Beijing 100083, Peoples R China
[2] Univ Sci & Technol Beijing, Civil & Resource Engn Sch, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Association mechanism; Plastic dissipation energy; Damage dissipation energy; Acoustic emission; Crack type; Triaxial cyclic loading and unloading; ACOUSTIC-EMISSION CHARACTERISTICS; DAMAGE STRESS THRESHOLDS; ROCK-SALT; STRAIN-ENERGY; FAILURE-MECHANISM; SANDSTONE; FRACTURE; GRANITE; SPECIMENS; STRENGTH;
D O I
10.1007/s00603-024-04098-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The separation and investigation of plastic dissipation energy and damage dissipation energy, and the exploration of the association between energy dissipation and crack development, contribute to revealing the essence of rock failure. In this study, triaxial cyclic loading and unloading tests were performed on porous siltstone widely distributed in mining areas in western China. According to the characteristic stresses and energy evolution characteristics, the failure process of siltstone was divided into five stages. The cumulative energy dissipation ratio shows a spoon-shaped evolution characterized by a significant decline, slight decline, slow increase, significant increase, and stable trend. Importantly, a method for separating plastic dissipation energy and damage dissipation energy was proposed and applied to investigate the evolution characteristics of plastic dissipation energy and damage dissipation energy. Corresponding to the energy characteristics, the acoustic emission activity exhibits significant phased characteristics in five stages. Furthermore, the analysis of crack evolution based on acoustic emission parameters reveals that the proportion of tensile cracks increased significantly near peak failure, and the development of tensile cracks substantially contributed to the damage of load-bearing structures. In particular, the evolution of shear cracks exhibited a strong correlation with the cumulative plastic dissipation energy, while the evolution of tensile cracks showed a strong correlation with the cumulative damage dissipation energy. Finally, the energy dissipation mechanisms of tensile cracks and shear cracks were revealed.Highlight A characteristic stress determination method based on evolution characteristics of multiphase volumetric strainSpoon-shaped evolution characteristics of the cumulative energy dissipation ratioA determination method of plastic energy dissipation and damage energy dissipationAssociation mechanism between the development of shear and tensile cracks and the evolution of plastic and damage dissipation energy
引用
收藏
页码:10399 / 10425
页数:27
相关论文
共 50 条
  • [1] Energy Dissipation and Damage Evolution Characteristics of Shale under Triaxial Cyclic Loading and Unloading
    Li, Ziyun
    Xie, Song
    Song, Qianghui
    Wang, Peiyong
    Liu, Dongyan
    Zhao, Baoyun
    Huang, Wei
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [2] Energy characteristics of sandstones with different crack angles under true triaxial cyclic loading and unloading
    Hu, Huarui
    Xia, Binwei
    Luo, Yafei
    Peng, Jiajun
    ENERGY SCIENCE & ENGINEERING, 2022, 10 (04) : 1418 - 1430
  • [3] Deformation Characteristics and Energy Evolution Rules of Siltstone under Stepwise Cyclic Loading and Unloading
    Miao, Shengjun
    Shang, Xiangfan
    Wang, Hui
    Liang, Mingchun
    Yang, Pengjin
    Liu, Chunkang
    BUILDINGS, 2024, 14 (06)
  • [4] Energy Action Mechanism of Reinforced Sandstone under Triaxial Cyclic Loading and Unloading
    Zhang, Shuguang
    Li, Yanmo
    Yang, Juefeng
    Song, Yu
    Yang, Li
    Guo, Jiahao
    MATERIALS, 2023, 16 (01)
  • [5] Mechanical properties and energy dissipation characteristics of phyllite under triaxial multi-stage cyclic loading and unloading conditions
    Liu Han-xian
    Bie Peng-fei
    Li Xin
    Wei Ying-song
    Wang Ming-xuan
    ROCK AND SOIL MECHANICS, 2022, 43 : 265 - +
  • [6] Energy dissipation and damage characteristics of Beishan granite under cyclic loading and unloading
    Miao S.
    Liu Z.
    Zhao X.
    Huang Z.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2021, 40 (05): : 928 - 938
  • [7] Energy Evolution and Fractal Characteristics of Sandstones Under True Triaxial Cyclic Loading and Unloading
    Zhang, Qihang
    Meng, Xiangrui
    Zhao, Guangming
    FRACTAL AND FRACTIONAL, 2024, 8 (12)
  • [8] Mechanical properties and energy characteristics of coal at different depths under cyclic triaxial loading and unloading
    Zhang, Anlin
    Xie, Heping
    Zhang, Ru
    Gao, Mingzhong
    Xie, Jing
    Jia, Zheqiang
    Ren, Li
    Zhang, Zetian
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 161
  • [9] Analysis of damage characteristics and energy evolution of salt rock under triaxial cyclic loading and unloading
    Lin, Hao
    Liu, Jianfeng
    Yang, Jianxiong
    Ran, Lina
    Ding, Guosheng
    Wu, Zhide
    Lyu, Cheng
    Bian, Yu
    JOURNAL OF ENERGY STORAGE, 2022, 56
  • [10] Mechanical characteristics and energy dissipation evolution of coal under triaxial unloading
    Lu X.
    Ji H.
    Yu X.
    Jiang H.
    Gao Y.
    Wu H.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2022, 54 (02): : 90 - 98