Abstract:To study the breakage and migration of soil and rock granular materials from the aspect of grain group,a series of one-dimensional compression tests with different vertical stresses and particle size distributions (PSD) were carried out on dyed gypsum particles. Particles of different groups were separated according to their sizes and colors by combining artificial recognition and image recognition software,and the particle breakage and migration mode,the particle breakage percentage and the breakage overlap effect were analyzed. It is found that particles undergo more than one generation of breakage with broken particles migrating from bigger size intervals to the adjacent smaller ones,and thus,the PSDs of each-color particles are ungapped. With decreasing the particle size,the particle breakage percentage of the better-graded particles increases(for samples with a relatively narrow PSD) or increases first and then decreases(for samples with a relatively wide PSD),but is lower than that of the uniformly graded particles in general. The breakage overlap is described as the phenomenon that the mass of survived particles within a size interval decreases obviously after crushing while the overall mass of the size interval drops little or even increases. In addition,an absolute particle breakage index considering breakage overlap is established based on the concept of grading entropy. The test results can also provide a reference for the numerical simulation of particle breakage.
刘新荣,涂义亮,王 鹏,等. 基于大型直剪试验的土石混合体颗粒破碎特征研究[J]. 岩土工程学报,2016,39(8):1 425-1 434. (LIU Xinrong,TU Yiliang,WANG Peng,et al. Particle breakage of soil-rock aggregate based on large-scale direct shear tests[J]. Chinese Journal of Geotechnical Engineering,2017,39(8):1 425-1 434. (in Chinese))
[6]
纪文栋,张宇亭,裴文斌,等. 加载方式和应力水平对珊瑚砂颗粒破碎影响的试验研究[J]. 岩石力学与工程学报,2018,37(8):182-190.(JI Wendong,ZHANG Yuting,PEI Wenbin,et al. Influence of loading method and stress level on the particle crushing of coral calcareous sand[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(8):182-190.(in Chinese))
[11]
CIL M B,BUSCARNERA G. DEM assessment of scaling laws capturing the particle size dependence of yielding in granular soils[J]. Granular Matter,2016,18(3):1-15.
[16]
McDOWELL G R,BOLTON M D. On the micromechanics of crushable aggregates[J]. Géotechnique,1998,48( 5):667-679.
[12]
CIANTIA M,ARROYO ALVAREZ De TOLEDO M,CALVETTI F,et al. An approach to enhance efficiency of DEM modelling of soils with crushable particles[J]. Géotechnique,2015,65(2):91-110.
[5]
张季如,胡 泳,张弼文,等. 石英砂砾破碎过程中粒径分布的分形行为研究[J]. 岩土工程学报,2014,37(5):784-791.(ZHANG Jiru,HU Yong,ZHANG Biwen,et al. Fractal behavior of particle-size distribution during particle crushing of quartz sand and gravel[J]. Chinese Journal of Geotechnical Engineering,2014,37(5):784-791.(in Chinese))
[7]
丁建源,陈晓斌,张家生,等. 基于对数几率回归模型的粗颗粒土颗粒破碎过程演化研究[J]. 岩土力学,2019,40(4):1 465-1 473. (DING Jianyuan,CHEN Xiaobin,ZHANG Jiasheng,et al. Predicting model for coarse-grained soil particle breakage process using logarithmic probability regression mathematic method[J]. Rock and Soil Mechanics,2019,40(4):1 465-1 473. (in Chinese))
[8]
郭万里,朱俊高,钱 彬,等. 粗粒土的颗粒破碎演化模型及其试验验证[J]. 岩土力学,2019,40(3):1 023-1 029.(GUO Wanli,ZHU Jungao,QIAN Bin,et al. Rock and Soil Mechanics,2019,40(3):1 023-1 029.(in Chinese))
[9]
张科芬,张 升,滕继东,等. 颗粒破碎的三维离散元模拟研究[J]. 岩土力学,2017,38(7):2 119-2 127.(ZHANG Kefen,ZHANG Sheng,TENG Jidong,et al. 3D numerical simulation of particle breakage using discrete element method[J]. Rock and Soil Mechanics,2017,38(7):2 119-2 127.(in Chinese))
[10]
徐 琨,周 伟,马 刚,等. 基于离散元法的颗粒破碎模拟研究进展[J]. 岩土工程学报,2018,40(5):880-889.(XU Kun,ZHOU Wei,MA Gang,et al. Review of particle breakage simulation based on DEM[J]. Chinese Journal of Geotechnical Engineering,2018,40(5):880-889.(in Chinese))
[15]
ZHANG B Y,JIE Y X,KONG D Z. Simulation of rockfill materials using aggregates of cement ellipsoids[J]. Journal of Materials in Civil Engineering,2014,26(1):107-116.
[17]
NAKATA Y,KATO Y,HYODO M,et al. One-Dimensional compression behavior of uniformly graded sand related to single particle crushing strength[J]. Soils and Foundations,2001,41(2):39-51.
[18]
LÖRINCZ J,IMRE E,GÁLOS M,et al. Grading entropy variation due to soil crushing[J]. International Journal of Geomechanics,2005,5(4):311-319.
[19]
田 海,孔令伟,赵 翀. 基于粒度熵概念的贝壳砂颗粒破碎特性描述[J]. 岩土工程学报,2014,36(6):1 152-1 159.(TIAN Hai,KONG Lingwei,ZHAO Chong. Characterization of particle breakage with grading entropy on shell sand[J]. Chinese Journal of Geotechnical Engineering,2014,36(6):1 152-1 159. (in Chinese))
[3]
EINAV I. Breakage mechanics - part Ⅰ:theory[J]. Journal of the Mechanics and Physics of Solids,2007,55(6):1 274-1 297.
[13]
NAKATA Y,HYDE A F L,HYODO M,et al. A probabilistic approach to sand particle crushing in the triaxial test[J]. Géotechnique,1999,49(5):567-583.
[14]
彭 宇,丁选明,肖 杨,等. 基于染色标定与图像颗粒分割的钙质砂颗粒破碎特性研究[J]. 岩土力学,2019,40(7):2 663-2 672. (PENG Yu,DING Xuanming,XIAO Yang,et al. Study on particle breakage property of calcareous sand by dyeing tracking and particle image segmentation method[J]. Rock and Soil Mechanics,2019,40(7):2 663-2 672.(in Chinese))
[2]
HARDIN B O. Crushing of soil particles[J]. Journal of Geotechnical Engineering,ASCE,1985,111(10):1 177-1 192.
[4]
TURCOTTE D L. Fractals and fragmentation[J]. Journal of Geophysical Research,1986,91(B2):1 921-1 926.