A 3D DEM modeling of soil-rock mixture considering spatial distribution orientation of blocks

被引:0
|
作者
He, Zhuoling [1 ]
Zhang, Junyun [1 ]
Luo, Xiaolong [1 ]
Huang, Rui [2 ]
Yang, Tao [1 ]
Wu, Xiaofei [1 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Sichuan, Peoples R China
[2] Sichuan Highway Planning Survey & Design Inst Ltd, Chengdu 610041, Sichuan, Peoples R China
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
基金
中国国家自然科学基金;
关键词
Soil-rock mixture; Block reconstruction method; Three-dimensional discrete element method modelling; Spherical harmonic series; Spatial distribution orientation; UNIAXIAL COMPRESSIVE STRENGTH; MESOSTRUCTURE; TOMOGRAPHY; GENERATION; MODULUS;
D O I
10.1038/s41598-024-77366-x
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Spatial distribution orientations of blocks can cause significant errors in the discrete element model (DEM) calculation of soil-rock mixture (SRM). To avoid this error, spherical harmonic (SH) series whose harmonization degrees fixed at 15 were proposed for block reconstruction. This research refers to the case-history of a deep excavation rift valley spanning from the Mabian to Zhaojue section of the Leshan-Xichang Expressway, mainly containing moderately-weathered silty mudstone, in the Leshan City, Sichuan Province, China. The appropriate degree of finite-term SH series is selected by the volume, surface area. 100 blocks were scanned on site, and sphericity and angularity of the blocks were calculated. The sphericity and angularity of 50 reconstructed blocks were considered for the error analysis of SH method. Moreover, stochastic polyhedron method was considered for comparing different block reconstructions. The maximum block placement angle was defined to control the spatial distribution orientations of the blocks. Large scale direct tests were carried. Numerical simulations of large-scale direct shear tests were conducted to study the influence of the spatial distribution orientations of the blocks on the mechanical properties of the SRMs. The results revealed that the finite-term SH series fixed at 15 accurately reflected the shape characteristics and mechanical behaviors of actual blocks. The spatial distribution orientations of the blocks had a minimal impact on the friction angle and cohesion of SRM constructed through the SH method. The SRMs developed via the SH method exhibited marginal variations in contact force and anisotropy index of contact across diverse block placement strategies. The evolution of coordination number was closer when employing the SH method under varied block placement methods. Blocks reconstructed by the SH method, could mitigate errors in DEM calculation caused by the spatial distribution orientations of the blocks.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] Fractal Analysis of Particle Distribution and Scale Effect in a Soil-Rock Mixture
    Fu, Xiaodong
    Ding, Haifeng
    Sheng, Qian
    Zhang, Zhenping
    Yin, Dawei
    Chen, Fei
    FRACTAL AND FRACTIONAL, 2022, 6 (02)
  • [22] Numerical Simulations of the Soil-Rock Mixture Mechanical Properties Considering the Influence of Rock Block Proportions by PFC2D
    Gao, Wenwei
    Yang, Hairong
    Wang, Le
    Hu, Ruilin
    MATERIALS, 2021, 14 (18)
  • [23] Study of spatial effect and stability of large scale soil-rock mixture landslide
    Xu Wen-Jie
    ROCK AND SOIL MECHANICS, 2009, 30 : 328 - 333
  • [24] Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling
    Yao, Yongsheng
    Li, Jue
    Ni, Junjun
    Liang, Chenghao
    Zhang, Anshun
    COMPUTERS AND GEOTECHNICS, 2022, 141
  • [25] Failure analysis of soil-rock mixture slopes using coupled MPM-DEM method
    Li, Jianguo
    Wang, Bin
    Pan, Pengzhi
    Chen, Hao
    Wang, Di
    Chen, Penglin
    COMPUTERS AND GEOTECHNICS, 2024, 169
  • [26] Deformation and Failure Characteristics of Soil-Rock Mixture considering Material Composition and Random Structure
    Wang, Shengnian
    Ji, Tingting
    Xue, Qinpei
    Shen, Zhifu
    Zhang, Qiang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2019, 2019
  • [27] A creep model for soil-rock mixture considering the effect of rock contents and freeze-thaw cycles
    Qiu, Peiyong
    Tang, Liyun
    Wang, Pengyu
    Zheng, Jianguo
    Wang, Weibing
    Li, Yongqiang
    Li, Guoyu
    Jin, Long
    Yu, Yongtang
    Duan, Xu
    ENGINEERING GEOLOGY, 2024, 333
  • [28] Theoretical model of binary medium for soil-rock mixture considering influence of particle breakage
    Zhou Z.
    Ding H.
    Gao W.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2021, 51 (04): : 596 - 602
  • [29] Hydraulic erosion differentiation mechanism of soil-rock mixture considering the effect of discontinuous gradation
    Li, Shiqi
    Yang, Zhongping
    Liu, Haoyu
    Gao, Yuhao
    Liu, Xinrong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2024, 57 (10): : 125 - 134
  • [30] Modeling of soil-rock mixture landslides with the generalized interpolation material point method
    Li, Xia
    Xie, Peng-Fei
    Zheng, Yong
    Liu, Jie
    Wang, Lie-Jian
    He, Kai-Yuan
    Jiang, Tao
    FRONTIERS IN EARTH SCIENCE, 2022, 10