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

被引:16
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
  • [1] Chen GQ, 2019, ROCK SOIL MECH, V40, P1649, DOI 10.16285/j.rsm.2018.0005
  • [2] Experimental and Numerical Studies on Development of Fracture Process Zone (FPZ) in Rocks under Cyclic and Static Loadings
    Ghamgosar, M.
    Erarslan, N.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (03) : 893 - 908
  • [3] Effects of thermally-induced cracks on acoustic emission characteristics of granite under tensile conditions
    Guo, Pei
    Wu, Shunchuan
    Zhang, Guang
    Chu, Chaoqun
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 144
  • [4] Influences of Mineralogy and Water Content on the Mechanical Properties of Argillite
    Hu, D. W.
    Zhang, F.
    Shao, J. F.
    Gatmiri, B.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (01) : 157 - 166
  • [5] Experimental analysis of progressive failure behavior of rock tunnel with a fault zone using non-contact DIC technique
    Huang, Feng
    Wu, Chuangzhou
    Ni, Pengpeng
    Wan, Guoqing
    Zheng, Aichen
    Jang, Bo-An
    Karekal, Shivakumar
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 132
  • [6] Effect of water content on the mechanical properties of an artificial porous rock
    Jiang, Liyuan
    Xu, Ying
    Chen, Bingqi
    Wu, Bangbiao
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (10) : 7669 - 7681
  • [7] The effects of water content, temperature and loading rate on strength and failure process of frozen rocks
    Kodama, J.
    Goto, T.
    Fujii, Y.
    Hagan, P.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 62 : 1 - 13
  • [8] Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities
    Kou, Miaomiao
    Liu, Xinrong
    Tang, Shangding
    Wang, Yunteng
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 120 : 58 - 74
  • [9] Multiscale fracture characteristics and failure mechanism quantification method of cracked rock under true triaxial compression
    Li, Bangxiang
    Yu, Song
    Yang, Lei
    Zhu, Weishen
    Xue, Yiguo
    Feng, Dai
    Wang, Chen
    Chen, Yunjuan
    [J]. ENGINEERING FRACTURE MECHANICS, 2022, 262
  • [10] Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads
    Li, Diyuan
    Gao, Feihong
    Han, Zhenyu
    Zhu, Quanqi
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 132 (132)