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.
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页数:18
相关论文
共 57 条
  • [21] Influence of humidity conditions on shear strength of clay rock discontinuities
    Pellet, F. L.
    Keshavarz, M.
    Boulon, M.
    [J]. ENGINEERING GEOLOGY, 2013, 157 : 33 - 38
  • [22] Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks
    Rodriguez, Patricia
    Celestino, Tarcisio B.
    [J]. ENGINEERING FRACTURE MECHANICS, 2019, 210 : 54 - 69
  • [23] Effect of dry-wet alternations on the mechanical strength of deep tight sandstone
    Shao, Jiaxin
    Kang, Yili
    You, Lijun
    Chen, Mingjun
    [J]. JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2021, 204
  • [24] Mechanical responses of freeze-thaw treated natural stone masonry subject to compressive variable amplitude fatigue loading: Insights from stiffness loss and constitutive characterization
    Song, Zhengyang
    Yang, Zhen
    Song, Fei
    Wu, Yunfeng
    Konietzky, Heinz
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 350
  • [25] Rock properties evaluation for carbonate reservoir characterization with multi-scale digital rock images
    Sun, Huafeng
    Belhaj, Hadi
    Tao, Guo
    Vega, Sandra
    Liu, Luofu
    [J]. JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2019, 175 : 654 - 664
  • [26] Acoustic Emission Characteristics of Sedimentary Rocks Under High-Velocity Waterjet Impingement
    Tian, Shouceng
    Sheng, Mao
    Li, Zhaokun
    Ge, Hongkui
    Li, Gensheng
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (10) : 2785 - 2794
  • [27] Influence of Water Content on the Mechanical Properties of an Argillaceous Swelling Rock
    Vergara, Maximiliano R.
    Triantafyllidis, Theodoros
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (07) : 2555 - 2568
  • [28] Wang CY, 2020, Rock Soil Mech, V41, P51
  • [29] Failure mechanism of fractured rock and associated acoustic behaviors under different loading rates
    Wang, Xiaoran
    Wang, Enyuan
    Liu, Xiaofei
    Zhou, Xin
    [J]. ENGINEERING FRACTURE MECHANICS, 2021, 247
  • [30] Micro-failure Analysis of Direct and Flat Loading Brazilian Tensile Tests
    Wang, Yan-Sheng
    Deng, Jian-Hui
    Li, Lin-Rui
    Zhang, Zheng-Hu
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (11) : 4175 - 4187