Combined effect mechanism of linear loading and disturbance with different amplitudes on sandstone

被引:3
|
作者
Ning, Yanhao [1 ]
Zou, Quanle [1 ]
Ning, Yansong [2 ]
Zhou, Xiaoli [3 ]
Zhang, Bichuan [1 ]
机构
[1] Chongqing Univ, Sch Resources & Safety Engn, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
[2] Hong Kong Univ Sci & Technol Guangzhou, Artificial Intelligence Thrust, Guangzhou 511453, Peoples R China
[3] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
关键词
Rock mechanics; Sandstone; Slope-shaped signal path; Stress wave; 3D reconstruction of fractures; FATIGUE PROPERTIES; ACOUSTIC-EMISSION; ROCK BRITTLENESS; INTACT SANDSTONE; ENERGY; STRESS; DEFORMATION; EVOLUTION; STRENGTH; BEHAVIOR;
D O I
10.1007/s40948-024-00773-x
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
To comprehend the stress state and response characteristics of materials under complex conditions, researchers have decomposed stress states into fundamental paths and investigated diverse path combinations. To ensure comparability, four identical samples were carefully selected from a pool of 100 samples using ultrasonic tests based on the wave speed and waveform characteristics. These samples underwent specially designed stress paths to analyze the combined effects of linear loading and perturbation. Our result analysis centred on the perturbation amplitude and stress levels during composite action, revealing intricate relationships between the stress levels, strain, and nonlinear/linear energy evolution under complex stress paths. Simultaneously, 3D surface fractures were precisely reconstructed using the YOLOv5 and FAST feature point detection algorithms, elucidating the evolving patterns of the fractures. As a result of our study, the rotation trend of the main fracture was validated by integrating mechanics and P-wave reflection rules. Notably, our experimental results closely aligned with the theoretical predictions, showing the reliability of our study. These findings can significantly contribute to guiding safety protocols in the field of underground engineering. The combined effects of the stress paths under linear loading and perturbation conditions were investigated via a comprehensive analysis of the experimental results integrating mechanical theory and prior research findings.The YOLOV5 and FAST feature point detection algorithms were used for three-dimensional crack reconstruction, providing insights into the fracture morphology of the experimental specimens and showing the crack propagation patterns on the specimen surfaces.The energy evolution trend was explored, revealing a notable linear trend in the cumulative values. The stiffness evolution trend under compound paths was examined, elucidating the change mechanism through integration with established laws.
引用
收藏
页数:31
相关论文
共 50 条
  • [31] Fracture pattern and failure mechanism of sandstone impacted by a high-pressure water jet under different stress loading states
    Xiao, Songqiang
    Xiao, Juchong
    Ren, Qingyang
    Feng, Renjun
    Meng, Xin
    Li, Wentao
    Cheng, Yugang
    Zhang, Wenfeng
    Zhang, Liang
    He, Junbo
    ENGINEERING FRACTURE MECHANICS, 2025, 320
  • [32] Experimental sandstone weathering using different wetting and drying moisture amplitudes
    Sumner, P. D.
    Loubser, M. J.
    EARTH SURFACE PROCESSES AND LANDFORMS, 2008, 33 (06) : 985 - 990
  • [33] Influence mechanism of loading rate on tensile strength of sandstone
    Deng Hua-feng
    Wang Chen-xi-jie
    Li Jian-lin
    Zhang Yin-chai
    Wang Wei
    Zhang Heng-bin
    ROCK AND SOIL MECHANICS, 2018, 39 : 79 - 88
  • [34] Effect of Confining Pressure on the Damage Evolution and Failure Behaviors of Intact Sandstone Samples During Cyclic Disturbance
    Chen, Xu
    Tang, Minggao
    Tang, Chun'an
    ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (01) : 19 - 33
  • [35] 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)
  • [36] Mechanism of Permeability Evolution for Reservoir Sandstone with Different Physical Properties
    Liu, Xianshan
    Xu, Ming
    Wang, Ke
    GEOFLUIDS, 2018,
  • [37] Nucleation Mechanism and Rupture Dynamics of Laboratory Earthquakes at Different Loading Rates
    Wu, Gongcheng
    Zhang, Kanghua
    Wang, Chonglang
    Li, Xing
    APPLIED SCIENCES-BASEL, 2023, 13 (22):
  • [38] Deformation Failure Characteristics and Loading Rate Effect of Sandstone Under Uniaxial Cyclic Loading and Unloading
    Zhu, Xuejun
    Li, Yangyang
    Wang, Changxiang
    Sun, Xizhen
    Liu, Zhanxin
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2019, 37 (03) : 1147 - 1154
  • [39] Cracking behavior and mechanism of sandstone containing a pre-cut hole under combined static and dynamic loading
    Li, Yuanhui
    Peng, Jianyu
    Zhang, Fengpeng
    Qiu, Zhaoguo
    ENGINEERING GEOLOGY, 2016, 213 : 64 - 73
  • [40] Fatigue mechanical properties and Kaiser effect characteristics of the saturated weakly cemented sandstone under different loading rate conditions
    Zhao, Kui
    Liu, Youbing
    Yang, Daoxue
    Li, Bo
    Huang, Zhen
    Huang, Chongjie
    Shen, Botan
    Lan, Xiongdong
    ENGINEERING GEOLOGY, 2024, 341