Volume 43 Issue 12
Dec 2022
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CUI Wei, WEI Jie, WANG Chao, WANG Xiao-hua, ZHANG She-rong. Discrete element simulation of collapse characteristics of particle column considering gradation and shape[J]. JOURNAL OF MECHANICAL ENGINEERING, 2021, 43(12): 2230-2239. doi: 10.11779/CJGE202112009
Citation: CUI Wei, WEI Jie, WANG Chao, WANG Xiao-hua, ZHANG She-rong. Discrete element simulation of collapse characteristics of particle column considering gradation and shape[J]. JOURNAL OF MECHANICAL ENGINEERING, 2021, 43(12): 2230-2239. doi: 10.11779/CJGE202112009

Discrete element simulation of collapse characteristics of particle column considering gradation and shape

doi: 10.11779/CJGE202112009
  • Received Date: 23 Dec 2020
    Available Online: 02 Dec 2022
  • Issue Publish Date: 01 Dec 2021
  • Particle shape and gradation are the important factors affecting the movement of debris particle flows (such as landslides, debris flows, rock slides, etc.). The random generation method based on the Voronoi tessellation creates polyhedral particles with different aspect ratios and gradations. The potential particle algorithm is introduced to consider the contact effect between particles. The parameters of the contact model of discrete element are determined according to the indoor tests. For the item parameters, numerical experiments are carried out on the collapse characteristics of the particle column considering the gradation and morphology. The research results show that: (1) The normalized stacking height of the particle column decreases with the decrease of the aspect ratio and the median diameter (d50) of the particles, and the normalized run-out distance increases with the decrease. (2) The relative angle of repose under different working conditions during the accumulation process is in the range of 61.49°~64.99°, and the change rule is consistent with the change of the normalized accumulation height. (3) The normalized energy dissipation range under different working conditions is between 27.1%~35.5%, and the rotational kinetic energy only accounts for 8.20%~9.05% of the translational kinetic energy. (4) The normalized kinetic energy has a negative correlation with the particle coordination number, and the particle coordination number reaches the minimum when the normalized kinetic energy reaches its peak. (5) In the process of collapse, the strong chain is generally distributed in the middle and lower areas of the sliding accumulation body, forming the "arch effect" of the transmission of the force chain. The increase in the median particle size (d50) and the slenderness ratio will reduce the number of strong chains, and the paths of contact force transmission will be small and concentrated, thereby restricting the movement of particles during the accumulation process.

     

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  • [1]
    刘广煜, 徐文杰, 佟彬, 等. 基于块体离散元的高速远程滑坡灾害动力学研究[J]. 岩石力学与工程学报, 2019, 38(8): 1557-1566.

    LIU Guang-yu, XU Wen-jie, TONG Bin, et al. Study on dynamics of high-speed and long Run-out landslide hazards based on block discrete element method[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(8): 1557-1566. (in Chinese)
    [2]
    MARKS B, ROGNON P, EINAV I. Grainsize dynamics of polydisperse granular segregation down inclined planes[J]. Journal of Fluid Mechanics, 2012, 690: 499-511.
    [3]
    张雪, 盛岱超. 一种模拟土体流动的连续体数值方法[J]. 岩土工程学报, 2016, 38(3): 562-569.

    ZHANG Xue, SHENG Dai-chao. Continuum approach for modelling soil flow in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 562-569. (in Chinese)
    [4]
    OREFICE L, KHINAST J G. Deformable and breakable DEM particle clusters for modelling compression of plastic and brittle porous materials—Model and structure properties[J]. Powder Technology, 2020, 368: 90-104.
    [5]
    ZENIT R. Computer simulations of the collapse of a granular column[J]. Physics of Fluids, 2005, 17(3): 31703.
    [6]
    LUBE G, HUPPERT H E, SPARKS R S J, et al. Collapses of two-dimensional granular columns[J]. Physical Review E, Statistical, Nonlinear, and Soft Matter Physics, 2005, 72(4 Pt 1): 041301.
    [7]
    UTILI S, ZHAO T, HOULSBY G T. 3D DEM investigation of granular column collapse: Evaluation of debris motion and its destructive power[J]. Engineering Geology, 2015, 186: 3-16.
    [8]
    PHILLIPS J C, HOGG A J, KERSWELL R R, et al. Enhanced mobility of granular mixtures of fine and coarse particles[J]. Earth and Planetary Science Letters, 2006, 246(3/4): 466-480.
    [9]
    张成功, 尹振宇, 吴则祥, 等. 颗粒形状对粒状材料圆柱塌落影响的三维离散元模拟[J]. 岩土力学, 2019, 40(3): 1197-1203.

    ZHANG Cheng-gong, YIN Zhen-yu, WU Ze-xiang, et al. Three-dimensional discrete element simulation of influence of particle shape on granular column collapse[J]. Rock and Soil Mechanics, 2019, 40(3): 1197-1203. (in Chinese)
    [10]
    ŠMILAUER V. Yade Documentation[M]. 2nd ed. 2015. The Yade Project. doi: 10.5281/zenodo.34073 (http://yade-dem.org/doc/)
    [11]
    CUNDALL P A, STRACK O D L. Discussion: a discrete numerical model for granular assemblies[J]. Géotechnique, 1980, 30(3): 33-336.
    [12]
    LANDAUER J, KUHN M, NASATO D S, et al. Particle shape matters - Using 3D printed particles to investigate fundamental particle and packing properties[J]. Powder Technology, 2020, 361: 711-718.
    [13]
    ELIÁŠ J. Simulation of railway ballast using crushable polyhedral particles[J]. Powder Technology, 2014, 264: 458-465.
    [14]
    BOON C W, HOULSBY G T, UTILI S. A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method[J]. Computers and Geotechnics, 2012, 44: 73-82.
    [15]
    BOYD S, VANDENBERGHE L. Convex Optimization[M]. Cambridge: Cambridge University Press, 2004.
    [16]
    COETZEE C J. Review: Calibration of the discrete element method[J]. Powder Technology, 2017, 310: 104-142.
    [17]
    ZHAO S W, ZHOU X W, LIU W H. Discrete element simulations of direct shear tests with particle angularity effect[J]. Granular Matter, 2015, 17(6): 793-806.
    [18]
    MINDLIN R D. Compliance of elastic bodies in contact[J]. Journal of Applied Mechanics, 1949, 16(3): 259-268.
    [19]
    LI Y J, XU Y, THORNTON C. A comparison of discrete element simulations and experiments for ‘sandpiles’ composed of spherical particles[J]. Powder Technology, 2005, 160(3): 219-228.
    [20]
    王玉峰, 程谦恭, 朱圻. 汶川地震触发高速远程滑坡-碎屑流堆积反粒序特征及机制分析[J]. 岩石力学与工程学报, 2012, 31(6): 1089-1106.

    WANG Yu-feng, CHENG Qian-gong, ZHU Qi. Inverse grading analysis of deposit from rock avalanches triggered by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6): 1089-1106. (in Chinese)
    [21]
    边学成, 李伟, 李公羽, 等. 基于颗粒真实几何形状的铁路道砟剪切过程三维离散元分析[J]. 工程力学, 2015, 32(5): 64-75, 83.

    BIAN Xue-cheng, LI Wei, LI Gong-yu, et al. Three-dimensional discrete element analysis of railway ballast's shear process based on particles' real geometry[J]. Engineering Mechanics, 2015, 32(5): 64-75, 83. (in Chinese)
    [22]
    杨舒涵, 周伟, 马刚, 等. 粒间摩擦对岩土颗粒材料三维力学行为的影响机制[J]. 岩土工程学报, 2020, 42(10): 1885-1893.

    YANG Shu-han, ZHOU Wei, MA Gang, et al. Mechanism of inter-particle friction effect on 3D mechanical response of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1885-1893. (in Chinese)
    [23]
    ZHAO X L, EVANS T M. Numerical analysis of critical state behaviors of granular soils under different loading conditions[J]. Granular Matter, 2011, 13(6): 751-764.
    [24]
    孙其诚, 王光谦. 静态堆积颗粒中的力链分布[J]. 物理学报, 2008, 57(8): 4667-4674.

    SUN Qi-cheng, WANG Guang-qian. Force distribution in static granular matter in two dimensions[J]. Acta Physica Sinica, 2008, 57(8): 4667-4674. (in Chinese)
    [25]
    戴北冰, 杨峻, 刘锋涛, 等. 散粒土自然堆积的宏细观特征与形成机制[J]. 岩土工程学报, 2019, 41(增刊2): 57-60.

    DAI Bei-bing, YANG Jun, LIU Feng-tao, et al. Macro-and micro-properties and formation mechanisms of granular piles[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 57-60. (in Chinese)
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