Volume 37 Issue 4
Aug.  2023
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(4): 449-454
Liu Jiansheng, Xiong Wenyong, Deng Xianghao, Fu Li, Tong Lihong. Experimental Study on the Stick-slip Phenomenon in Granular Materials and Its Physical Mechanism[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(4): 449-454. doi: 10.3969/j.issn.1007-2993.2023.04.013
Citation: Liu Jiansheng, Xiong Wenyong, Deng Xianghao, Fu Li, Tong Lihong. Experimental Study on the Stick-slip Phenomenon in Granular Materials and Its Physical Mechanism[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(4): 449-454. doi: 10.3969/j.issn.1007-2993.2023.04.013
shu

Experimental Study on the Stick-slip Phenomenon in Granular Materials and Its Physical Mechanism

doi: 10.3969/j.issn.1007-2993.2023.04.013
  • 1.

    Jiangxi Transporation Engineering Group Co., Ltd., Nanchang 330028, Jiangxi, China

  • 2.

    Jiangxi Intelligent Maintenance Engineering Technology Research Center of Bridge, Nanchang 330028, Jiangxi, China

  • 3.

    Institute of Geotechnical Engineering, School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, Jiangxi, China

  • Received Date: 2022-05-15
  • Accepted Date: 2022-12-09
  • Rev Recd Date: 2022-07-31
  • Publish Date: 2023-08-08
    Abstract
  • In order to explore the internal relationship between the macro mechanical response of granular materials in the shear process and their micro parameters, the stick-slip behavior of granular materials under compression and shear was studied through indoor direct shear test. Glass beads were used as granular materials to conduct direct shear test under different normal stresses, and the rate state friction model (RSF) was introduced to quantitatively analyze the test results, and the relevant parameters of the rate state friction model were obtained through the strength step test. The experimental results show that: (1) the variation trend of the stick-slip curve under different normal stresses is basically the same and shows a periodic pattern, but the stress drop and period caused by stick-slip decrease with the decrease of normal stress; (2) within the applied pressure range, the stiffness ratio κ is calculated to be less than 1, and κ decreases with the increase of normal stress. This indicates that the granular material meets the instability criterion, and the experimental phenomenon is consistent with theoretical predictions. This provides ideas for studying the mechanism of earthquake occurrence, and based on this, it can be inferred that the stick-slip instability of faults and the cause of earthquakes are caused by the instantaneous change of slip velocity at the fault plane. The smaller the κ value, the greater the peak stick-slip rate, and the greater the stress drop and stick-slip period generated.

     

    • FullText(HTML)
  • loading
    • References(23)
  • [1]
    HANOTIN C,KIESGEN D R S,MARCHAL P,et al. Vibration-induced liquefaction of granular suspensions[J]. Physical Review Letters,2012,108(19):198301. doi: 10.1103/PhysRevLett.108.198301
    [2]
    KOU B,CAO Y,LI J,et al. Granular materials flow like complex fluids[J]. Nature,2017,551(7680):360-363. doi: 10.1038/nature24062
    [3]
    NGUYEN V B,DARNIGE T,BRUAND A,et al. Creep and fluidity of a real granular packing near jamming[J]. Physical Review Letters,2011,107(13):138303. doi: 10.1103/PhysRevLett.107.138303
    [4]
    YANG J,LUO X D. Exploring the relationship between critical state and particle shape for granular materials[J]. Journal of the Mechanics and Physics of Solids,2015,84:196-213. doi: 10.1016/j.jmps.2015.08.001
    [5]
    FU R,HU X,YANG B,et al. An insight into the meso-scale topological structure nature of granular materials subjected to quasi-static shearing[J]. Computers and Geotechnics,2021,137:104257. doi: 10.1016/j.compgeo.2021.104257
    [6]
    TOURNAT V,ZAITSEV V,GUSEV V,et al. Probing weak forces in granular media through nonlinear dynamic dilatancy: clapping contacts and polarization anisotropy[J]. Physical Review Letters,2004,92(8):085502. doi: 10.1103/PhysRevLett.92.085502
    [7]
    NASUNO S,KUDROLLI A,GOLLUB J P. Friction in granular layers: hysteresis and precursors[J]. Physical Review Letters,1997,79(5):949-952. doi: 10.1103/PhysRevLett.79.949
    [8]
    DALTON F,CORCORAN D. Earthquake behaviour and large-event predictability in a sheared granular stick-slip system[J]. ArXiv Preprint Physics,2002:0211060.
    [9]
    DE ARCANGELIS L, CIAMARRA M P, LIPPIELLO E, et al. In micromechanics and statistics of slipping events in a granular seismic fault model[C]. Journal of Physics: Conference Series, IOP Publishing, 2011.
    [10]
    王怡舒,刘斯宏,沈超敏,等. 接触摩擦对颗粒材料宏细观力学特征和能量演变规律的影响[J]. 岩石力学与工程学报,2022,41(2):412-422. doi: 10.13722/j.cnki.jrme.2021.0264
    [11]
    FERDOWSI B,GRIFFA M,GUYER R,et al. Microslips as precursors of large slip events in the stick‐slip dynamics of sheared granular layers: A discrete element model analysis[J]. Geophysical Research Letters,2013,40(16):4194-4198. doi: 10.1002/grl.50813
    [12]
    GAO K,EUSER B J,ROUGIER E,et al. Modeling of stick-slip behavior in sheared granular fault gouge using the combined finite-discrete element method[J]. Journal of Geophysical Research:Solid Earth,2018,123(7):5774-5792. doi: 10.1029/2018JB015668
    [13]
    GAO K,GUYER R,ROUGIER E,et al. From stress chains to acoustic emission[J]. Physical Review Letters,2019,123(4):048003. doi: 10.1103/PhysRevLett.123.048003
    [14]
    DIETERICH J H. Time-dependent friction and the mechanics of stick-slip[J]. Rock Friction and Earthquake Prediction,1978:790-806.
    [15]
    RUINA A. Slip instability and state variable friction laws[J]. Journal of Geophysical Research: Solid Earth,1983,88(B12):10359-10370. doi: 10.1029/JB088iB12p10359
    [16]
    GU JC,RICE J R,RUINA A L,et al. Slip motion and stability of a single degree of freedom elastic system with rate and state dependent friction[J]. Journal of the Mechanics and Physics of Solids,1984,32(3):167-196. doi: 10.1016/0022-5096(84)90007-3
    [17]
    KILGORE B D,BLANPIED M L,DIETERICH J H. Velocity dependent friction of granite over a wide range of conditions[J]. Geophysical Research Letters,1993,20(10):903-906. doi: 10.1029/93GL00368
    [18]
    LEEMAN J,SAFFER D,SCUDERI M,et al. Laboratory observations of slow earthquakes and the spectrum of tectonic fault slip modes[J]. Nature communications,2016,7(1):11104. doi: 10.1038/ncomms11104
    [19]
    SCUDERI M,MARONE C,TINTI E,et al. Precursory changes in seismic velocity for the spectrum of earthquake failure modes[J]. Nature geoscience,2016,9(9):695-700. doi: 10.1038/ngeo2775
    [20]
    童立红,温斌强,徐长节,等. 基于率态模型的颗粒材料剪切强度理论[J]. 中国科学:技术科学,2022,52(3):489-498.
    [21]
    朱 遥,刘 春,刘 辉,等. 颗粒形态对砂土抗剪强度影响的试验和离散元数值模拟[J]. 工程地质学报,2020,28(3):490-499. doi: 10.13544/j.cnki.jeg.2019-288
    [22]
    BRACE W F,BYERLEE J D. Stick-slip as a mechanism for earthquakes[J]. Science,1996,153(3739):990-992.
    [23]
    JOHNSON T,WU F T,SCHOLZ C H. Source parameters for stick-slip and for earthquakes[J]. Science,1973,179(4070):278-280. doi: 10.1126/science.179.4070.278
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(10)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (97) PDF downloads(11) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return