Volume 41 Issue 4
Jul.  2022
Turn off MathJax
Article Contents
Lu Minfeng, Tang Zhaohui, Chai Bo, Ning Ke, Zhu Jiewen, Fang Yi. Granule structure influences on force chain development in the slag medium[J]. Bulletin of Geological Science and Technology, 2022, 41(4): 274-281. doi: 10.19509/j.cnki.dzkq.2022.0094
Citation: Lu Minfeng, Tang Zhaohui, Chai Bo, Ning Ke, Zhu Jiewen, Fang Yi. Granule structure influences on force chain development in the slag medium[J]. Bulletin of Geological Science and Technology, 2022, 41(4): 274-281. doi: 10.19509/j.cnki.dzkq.2022.0094

Granule structure influences on force chain development in the slag medium

doi: 10.19509/j.cnki.dzkq.2022.0094
  • Received Date: 28 Apr 2021
    Available Online: 07 Sep 2022
  • The slag dumps formed by mining activities are irregular granular media. Their particle size gradations are complex and granule structures are unstable.The stress between particles is transferred through the dependently unstable force chain. Taking the typical copper slag as the study object, its granule structure was investigated using CT scanning technology. According to plane compression and corresponding numerical simulation tests on coarse particles of different mass fraction contents, stress-straincurves, force chain evolutions and granule structure changes were obtained.Further, the synergistic effect between granule structure and force chain evolutionon macro-mechanics was discussed. Meanwhile, the compression law of granular material was revealed. The results show that the direction of force chain evolution direction inslag granular materialis consistent with the direction of pressure. The macro-compressive strength of slag increases first and then decreases with increasing coarse particle (>5 mm) mass fraction content and reaches the maximum compressive strength at the optimal coarse particle ratio of 50%. The granule structure and the soft-hard structure inforce chains have a significant synergistic effect. The granule structure change in slag granular material will experience three stages during compression process: the rapid compaction stage, particle crushing stage and stable compression stage. In the process of slag landfill, it is important to keep uniform filling and reasonable compaction to make it enter the stable compression stage, as well as controlling the optimal grading of coarse particles.

     

  • loading
  • [1]
    Nyssen J, Vermeersch D. Slope aspect affects geomorphic dynamics of coal mining spoil heaps in Belgium[J]. Geomorphology, 2010, 123(1/2): 109-121.
    [2]
    Song Y S, Cho Y C, Hong S. Analyses on variations in the unsaturated characteristics of a mine waste-dump slope during rainfall[J]. Environmental Earth Sciences, 2016, 75(14): 1106-1118. doi: 10.1007/s12665-016-5877-x
    [3]
    Yin Y P, Li B, Wang W P, et al. Mechanism of the December 2015 catastrophic landslide at the Shenzhen landfill and controlling geotechnical risks of urbanization[J]. Engineering, 2016, 2(2): 176-216.
    [4]
    唐朝晖, 柴波, 刘忠臣, 等. 填土边坡稳定性的可靠度分析[J]. 地球科学: 中国地质大学学报, 2013, 38(3): 616-624.

    Tang Z H, Chai B, Liu Z C, et al. Reliability analysis of stability of fill slope[J]. Earth Sciences: Journal of China University of Geosciences, 2013, 38(3): 616-624(in Chinese with English abstract).
    [5]
    李宏达, 简文彬, 蔡泽宏, 等. 福建某排土场边坡降雨作用下渗流稳定时变分析[J]. 路基工程, 2016, 49(4): 33-36. https://www.cnki.com.cn/Article/CJFDTOTAL-LJGC201604011.htm

    Li H D, Jian W B, Cai Z H, et al. Time-dependent analysis on seepage stability of a refuse-dump slope under in Fujian[J]. Subgrade Engineering, 2016, 49(4): 33-36(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-LJGC201604011.htm
    [6]
    Ebrahimian B, Noorzad A, Alsaleh M I. Modeling shear localization along granular soil-structure interfaces using elasto-plastic Cosserat continuum[J]. International Journal of Solids & Structures, 2012, 49(2): 257-278.
    [7]
    Marsal R J. Large scale testing of coarse grained materials[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1967, 93(2): 27-43. doi: 10.1061/JSFEAQ.0000958
    [8]
    梁军, 刘汉龙, 高玉峰. 堆石蠕变机理分析与颗粒破碎特性研究[J]. 岩土力学, 2003, 24(3): 479-483. doi: 10.3969/j.issn.1000-7598.2003.03.032

    Liang J, Liu H L, Gao Y F. Creep mechanism and breakage of rockfill[J]. Rock and Soil Mechanics, 2003, 24(3): 479- 483(in Chinese with English abstract). doi: 10.3969/j.issn.1000-7598.2003.03.032
    [9]
    Zhu H, Nicot F, Darve F. Meso-structure organization in two-dimensional granular materials along biaxial loadingpath[J]. International Journal of Solids & Structures, 2016, 96(1): 25-37.
    [10]
    Caicedo B, Ocampo M, Vallejo L. Modelling comminution of granular materials using a linear packing model and Markovian processes[J]. Computers and Geotechnics, 2016, 80(12): 383-396.
    [11]
    Salim W, Indrararna B. A new elasto-plastic constitutive model for granular aggregates incorporating particle breakage[J]. Canadian Geotechnical Journal, 2004, 41(4): 657-671. doi: 10.1139/t04-025
    [12]
    高政国, Shen H H. 基于颗粒组构特性的散体材料本构模型研究[J]. 岩土力学, 2009, 30(增刊1): 93-98. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S1019.htm

    Gao Z G, Shen H H. A study of constitutive model for granular materials based on characters of discrete particles arranged[J]. Rock and Soil Mechanics 2009, 30(S1): 93-98 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S1019.htm
    [13]
    杨光, 张丙印, 于玉贞, 等. 不同应力路径下粗粒料的颗粒破碎试验研究[J]. 水利学报, 2010, 41(3): 338-342. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201003013.htm

    Yang G, Zhang B Y, Yu Y Z, et al. An experimental study on particle breakage of coarse-grainedmaterials under various stress paths[J]. Journal of Water Conservancy, 2010, 41(3): 338-342 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201003013.htm
    [14]
    Estrada N, Taboada A. Yield surfaces and plastic potentials of cemented granular materials from discrete elementsimulations[J]. Computers and Geotechnics, 2013, 49(4): 62-69.
    [15]
    Kim B S, Park S W, Kato S. DEM simulation of collapse behaviours of unsaturated granular materials under general stress states[J]. Computers and Geotechnics, 2012, 42(5): 52-61.
    [16]
    Tang H, Dong Y, Chu X, et al. The influence of particle rolling and imperfections on the formation of shear bands in granular material[J]. Granular Matter, 2016, 18(1): 12. doi: 10.1007/s10035-016-0607-3
    [17]
    柴波, 陶阳阳, 杜娟, 等. 基于Hoek-Brown准则的节理岩体能量参数估算[J]. 地质科技通报, 2020, 39(1): 78-85. doi: 10.19509/j.cnki.dzkq.2020.0109

    Chai B, Tao Y Y, Du J, et al. Energetics parameter estimation of jointed rock mass based on Hoek-Brown failure criterion[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 78-85 (in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0109
    [18]
    林成远, 唐辉明, 汪丁建, 等. 块石定向性特征对土-石混合体强度影响的数值模拟[J]. 地质科技通报, 2020, 39(5): 38-46. doi: 10.19509/j.cnki.dzkq.2020.0519

    Li C Y, Tang H M, Wang D J, et al. Influence on the strength of soil-rock mixture made by the rock block orientation features based on numerical experiment[J]. Bulletin of Geological Science and Technology, 2020, 39(5): 38-46(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0519
    [19]
    贾学明, 柴贺军, 郑颖人. 土石混合料大型直剪试验的颗粒离散元细观力学模拟研究[J]. 岩土力学, 2010, 31(9): 2695-2703. doi: 10.3969/j.issn.1000-7598.2010.09.002

    Jia X M, Chai H J, Zheng Y R. Mesomechanics research of large direct shear test of soil and aggregate mixture with particle flow code simulation[J]. Rock and Soil Mechanics, 2010, 31(9): 2695-2703(in Chinese with English abstract). doi: 10.3969/j.issn.1000-7598.2010.09.002
    [20]
    肖柏林, 杨志强, 陈得信, 等. 充填骨料颗粒形态参数定量评价方法[J]. 天津大学学报: 自然科学与工程技术版, 2019, 52(5): 545-553. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDX201905013.htm

    Xiao B L, Yang Z Q, Chen D X, et al. Evaluation of the quantifying methods for shape characteristics of filling aggregate[J]. Journal of Tianjin University: Natural Science and Engineering Technology Edition, 2019, 52(5): 545-553 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDX201905013.htm
  • 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

    Article Metrics

    Article Views(193) PDF Downloads(17) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return