Fractal Analysis of Particle Distribution and Scale Effect in a Soil-Rock Mixture

被引:23
|
作者
Fu, Xiaodong [1 ,2 ]
Ding, Haifeng [1 ,2 ]
Sheng, Qian [1 ,2 ]
Zhang, Zhenping [1 ,3 ]
Yin, Dawei [4 ]
Chen, Fei [5 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
[3] Shenyang Univ Technol, Sch Architecture & Civil Engn, Shenyang 110870, Peoples R China
[4] China State Construct Int Investments Hubei Ltd, Wuhan 430000, Peoples R China
[5] Chengdu Univ, Sch Architecture & Civil Engn, Chengdu 610106, Peoples R China
基金
中国国家自然科学基金;
关键词
soil-rock mixture; fractal theory; particle distribution; scale effect; discrete element model; MODEL; BEHAVIOR; PERMEABILITY; BREAKAGE; BIMROCKS;
D O I
10.3390/fractalfract6020120
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A soil-rock mixture (SRM) is a type of heterogeneous geomaterial, and the particle distribution of SRM can be described by fractal theory. At present, it is difficult to quantify the fractal dimension of a particle size distribution and understand the scale effect in SRMs. In this study, the fractal theory and discrete element method (DEM) were introduced to solve this problem. First, the particle gradation of SRM was dealt with by using fractal theory. The fractal structure of particle distribution was studied, and a method of calculation of the fractal dimension is presented in this paper. Second, based on the fractal dimension and relative threshold, the particle gradations of SRMs at different scales were predicted. Third, numerical direct shear tests of SRM at different scales were simulated by using the DEM. The scale effects of shear displacement, shear zone, and shear strength parameters were revealed. Last, taking the maximum particle size of 60 mm as the standard value, the piece-wise functional relationship between shear strength parameters and particle size was established. The results are as follows: for SRM in a representative engineering area, by plotting the relationship between particle cumulative mass percentage and particle size, we can judge whether the SRM has a fractal structure; in Southwest China, the frequency of the fractal dimension of the SRM is in the normal distribution, and the median fractal dimension is 2.62; the particle gradations of SRMs at different scales calculated by fractal dimension and relative threshold can expand the study scope of particle size analysis; when the particle size is less than 70 mm, the strength parameters show a parabolic trend with the particle size increases, and if not, a nearly linear trend is found. The proposed method can describe the fractal characteristics of SRM in a representative engineering area and provides a quantitative estimation of shear strength parameters of SRM at different scales.
引用
收藏
页数:17
相关论文
共 50 条
  • [1] Particle Size Distribution Effect on Large-scale Triaxial Shear Mechanical Properties of Soil-rock Mixture
    Zhang, Chao
    Yu, Jin
    Zhu, Dong-Ping
    Gong, Jing-Han
    Li, Zhe-Han
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 37 (10): : 61 - 72
  • [2] Compactability Analysis of Soil-Rock Mixture
    Yu, Linping
    Wang, Zhiyun
    [J]. APPLIED MATERIALS AND TECHNOLOGIES FOR MODERN MANUFACTURING, PTS 1-4, 2013, 423-426 : 1001 - 1005
  • [3] Analysis of Space and Particle Parameter Influence to Stability of Soil-rock Mixture Slope
    Zhao, Xinyao
    Chen, Jiangong
    Zhang, Haiquan
    Yang, Zejun
    [J]. Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2020, 52 (04): : 166 - 175
  • [4] Study of spatial effect and stability of large scale soil-rock mixture landslide
    Xu Wen-Jie
    [J]. ROCK AND SOIL MECHANICS, 2009, 30 : 328 - 333
  • [5] Evolution of Particle Breakage of Soil-rock Mixture under Shearing
    Tu, Yiliang
    Li, Jun
    Chai, Hejun
    Liu, Xinrong
    [J]. Journal of Railway Engineering Society, 2022, 39 (03): : 19 - 25
  • [6] Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test
    Liu, Longqi
    Mao, Xuesong
    Xiao, Yajun
    Wu, Qian
    Tang, Ke
    Liu, Feifei
    [J]. ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [7] An experimental investigation on the particle breakage and strength properties of soil-rock mixture
    Tu Y.
    Chai H.
    Liu X.
    Wang J.
    Zeng B.
    Fu X.
    Yu J.
    [J]. Arabian Journal of Geosciences, 2021, 14 (10)
  • [8] Study on the determination mechanism of the compression wave velocity of soil-rock mixture considering the effect of soil-rock interface
    Ding, Yang
    Lu, Qiang
    Lu, Fangyun
    Li, Jin
    [J]. COMPUTERS AND GEOTECHNICS, 2023, 156
  • [9] DEM modeling of mini-triaxial test on soil-rock mixture considering particle shape effect
    Wu, Mengmeng
    Zhou, Feng
    Wang, Jianfeng
    [J]. COMPUTERS AND GEOTECHNICS, 2023, 153
  • [10] Research on the effect of rock content and sample size on the strength behavior of soil-rock mixture
    Xu, Wen-Jie
    Zhang, Hai-Yang
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (03) : 2715 - 2726