A comprehensive study of damage characteristics and acoustic emission response mechanism of sandstone with different water contents

被引:17
作者
Zhang, Hexing [1 ]
Lu, Kunpeng [1 ]
Zhang, Wuzhou [1 ]
Zhou, Yu [2 ]
Yang, Gui [1 ]
Li, Jiahua [1 ]
Huang, Chongping [1 ]
机构
[1] Guizhou Univ, Coll Resources & Environm Engn, Guiyang 550025, Peoples R China
[2] Powerchina Guiyang Engn Corp Ltd, Guiyang 550081, Peoples R China
关键词
Water -rock interaction; Uniaxial compression; Acoustic emission; Dominant frequency; Response mechanism; FRACTURE PROCESS; ROCK; EVOLUTION; MARBLE;
D O I
10.1016/j.engfracmech.2023.109392
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The mechanical characteristics and fracture mechanisms of rocks are usually affected by water --rock interaction. This study conducted uniaxial compression tests on sandstone to analyse the variation law of its mechanical properties and macroscopic failure morphology for various water contents. Furthermore, the relationships between the roughness of the crystal fracture surface and mechanical properties were discussed based on the scanning electron microscope (SEM) fracture morphology. The development of an internal fracture in sandstone was described using acoustic emission (AE) and low-field nuclear magnetic resonance (NMR) techniques, and the response mechanism and controlled factors of an AE dominant frequency-amplitude signal were revealed. Results reveal that the uniaxial compressive strength and elastic modulus of sandstone exhibit a nonlinear decreasing trend with an increase in water content. The deterioration to the sandstone structure by water is divided into three periods: intense, stable growth, and calm. The macro-scopic fracture shape of sandstone gradually changes from single-shear failure to axial-split failure, whereas the roughness of the crystal fracture surface positively correlated with the water content, with the mechanical strength negatively correlating. Four response mechanisms of the AE spectrum exist in sandstone fracture process: sliding friction between the mineral particles or crystal fracture (transgranular or intergranular crack) corresponds to the LF-LA signal, friction of microcracks corresponds to the IF-LA signal, fracture of microcracks corresponds to the HF-LA signal, and large-scale macroscopic cracks correspond to the LF-HA signal. Moreover, the char-acteristics of the AE dominant frequency-amplitude signal are affected by the mineral compo-sition and pore structure of sandstone. This study can enrich the existing research literature on sandstone damage characteristics in water-bearing state and provide new perspectives and ap-proaches for quantitatively describing the fracture mechanism of rock.
引用
收藏
页数:18
相关论文
共 57 条
  • [31] The modeling of crack propagation and coalescence in rocks under uniaxial compression using the novel conjugated bond-based peridynamics
    Wang Yunteng
    Zhou Xiaoping
    Shou Yundong
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2017, 128 : 614 - 643
  • [32] A shear constitutive model and experimental demonstration considering dual void portion and solid skeleton portion of rock
    Xin, Jie
    Jiang, Quan
    Liu, Qiang
    Zheng, Hong
    Li, Shaojun
    [J]. ENGINEERING FRACTURE MECHANICS, 2023, 281
  • [33] Investigation on the macro-meso fatigue damage mechanism of rock joints with multiscale asperities under pre-peak cyclic shear loading
    Xu, Bin
    Liu, Xinrong
    Zhou, Xiaohan
    Xie, Yingkun
    Suliman, Lojain
    Liu, Xinlin
    Lin, Guangyi
    Huang, Junhui
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 151
  • [34] Hydro-mechanical Coupling Response Behaviors in Tunnel Subjected to a Water-Filled Karst Cave
    Xu, Zhenhao
    Lin, Peng
    Xing, Huilin
    Pan, Dongdong
    Huang, Xin
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2021, 54 (08) : 3737 - 3756
  • [35] Experimental study of acoustic emission multi-parameter information characterizing rock crack development
    Yang, Jing
    Mu, Zong-Long
    Yang, Sheng-Qi
    [J]. ENGINEERING FRACTURE MECHANICS, 2020, 232
  • [36] Model experimental study on controlled blasting of slit charge in deep rock mass
    Yang, Liyun
    Huang, Chen
    Bao, Shijun
    Zhang, Lanyue
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 138
  • [37] Study on the mechanisms of crack turning in bedded rock
    Yang, Xiao-Wei
    Zhang, Xiao-Ping
    Zhang, Qi
    Li, Chang-Dong
    Wang, Ding-Jian
    [J]. ENGINEERING FRACTURE MECHANICS, 2021, 247
  • [38] Effect of wetting and drying cycles on microstructure of rock based on SEM
    Yang, Xiaojie
    Wang, Jiamin
    Zhu, Chun
    He, Manchao
    Gao, Yang
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2019, 78 (06)
  • [39] Effects of water content and temperature on creep properties of frozen red sandstone: an experimental study
    Yang, Xiurong
    Jiang, Annan
    Guo, Xinping
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (01)
  • [40] Shear sliding of rough-walled fracture surfaces under unloading normal stress
    Yin, Qian
    Zhu, Chun
    Wu, Jiangyu
    Pu, Hai
    Wang, Qi
    Zhang, Yuanchao
    Jing, Hongwen
    Deng, Tianci
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 15 (10) : 2658 - 2675