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 |
[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)
|