Numerical study of soil-rock mixture:Generation of random aggregate structure

被引:0
|
作者
CHEN Li [1 ]
YANG YongTao [1 ]
ZHENG Hong [1 ,2 ]
机构
[1] State Key Laboratory of Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
[2] Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology
基金
中国国家自然科学基金;
关键词
soil-rock mixture(SRM); random aggregate structure(RAS); random sequential addition(RSA); EAB algorithm; background mesh;
D O I
暂无
中图分类号
TU521 [砂、石、土、渣材料];
学科分类号
0805 ; 080502 ; 081304 ;
摘要
The soil-rock mixture(SRM) is highly heterogeneous. Before carrying out numerical analysis,a structure model should be generated. A reliable way to obtain such structure is by generating random aggregate structure based on random sequential addition(RSA). The classical RSA is neither efficient nor robust since valid positions to place new inclusions are formulated by trial, which involves repetitive overlapping tests. In this paper, the algorithm of Entrance block between block A and B(EAB)is synergized with background mesh to redesign RSA so that permissible positions to place new inclusions can be predicted,resulting in dramatic improvement in efficiency and robustness.
引用
下载
收藏
页码:359 / 369
页数:11
相关论文
共 50 条
  • [11] 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
  • [12] Numerical Experiments on Triaxial Compression Strength of Soil-Rock Mixture
    Zhao, Yanxi
    Liu, Zhongxian
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [13] Generation of 3D random meso-structure of soil-rock mixture and its meso-structural mechanics based on numerical tests
    Wen-jie Xu
    Hai-yang Zhang
    Yu-xin Jie
    Yu-zhen Yu
    Journal of Central South University, 2015, 22 : 619 - 630
  • [14] Generation of 3D random meso-structure of soil-rock mixture and its meso-structural mechanics based on numerical tests
    Xu Wen-jie
    Zhang Hai-yang
    Jie Yu-xin
    Yu Yu-zhen
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2015, 22 (02) : 619 - 630
  • [15] Generation of 3D random meso-structure of soil-rock mixture and its meso-structural mechanics based on numerical tests
    徐文杰
    张海洋
    介玉新
    于玉贞
    Journal of Central South University, 2015, 22 (02) : 619 - 630
  • [16] Development of random mesostructure generating system of soil-rock mixture and study of its mesostructural mechanics based on numerical test
    Xu, Wenjie
    Hu, Ruilin
    Yue, Z.Q.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (08): : 1652 - 1665
  • [17] Experimental study on nominal compactness of soil-rock mixture
    Zhang, X. M.
    Lv, Y. Z.
    Qiu, P. L.
    Dong, Q.
    MATERIALS RESEARCH INNOVATIONS, 2014, 18 : 853 - 856
  • [18] Numerical Study of the Influence of the Spatial Distribution of Oversized Rock Blocks on the Stability of Soil-Rock Mixture Slopes
    Gao, Wenwei
    Yang, Hairong
    Teng, JinBiao
    Sun, Yongshuai
    ADVANCES IN CIVIL ENGINEERING, 2023, 2023
  • [19] Compactability Analysis of Soil-Rock Mixture
    Yu, Linping
    Wang, Zhiyun
    APPLIED MATERIALS AND TECHNOLOGIES FOR MODERN MANUFACTURING, PTS 1-4, 2013, 423-426 : 1001 - 1005
  • [20] Numerical Investigation of the Influence of Rock Characteristics on the Soil-Rock Mixture (SRM) Slopes Stability
    Shiqi Liu
    Huanling Wang
    Weiya Xu
    Zhichao Cheng
    Zhipeng Xiang
    Wei-Chau Xie
    KSCE Journal of Civil Engineering, 2020, 24 : 3247 - 3256