Evolution of particle breakage process of coarse-grained soil under impact load

被引:0
|
作者
Wang, Qiyun [1 ]
Lin, Huaming [1 ]
Zhang, Bingqiang [1 ]
Xiang, Yulong [1 ]
Zang, Wanjun [1 ]
机构
[1] College of Civil Engineering, Fujian University of Technology, Fuzhou,350118, China
关键词
Size distribution - Compaction - Grain size and shape - Particle size analysis - Particle size - Moisture determination - Soils;
D O I
10.19713/j.cnki.43-1423/u.T20200116
中图分类号
学科分类号
摘要
The particle breakage of coarse-grained soil occurs under impact load, and it may have a greater impact on its engineering characteristics. In order to investigate the particle breakage and evolutions of particle size distribution of coarse-grained soil under impact load, the impact test was carried out for two groups of typical graded coarse-grained soil by YX-30 electric heavy compaction, and the granulometric composition of moisture content, impact times and gradation were discussed. To further describe the intermediate process of particle breakage evolution, a new gradation equation was put forward in particle contents and relative particle size coordinate system, which could be used to describe continuous gradation of coarse-grained soil, and its adaptability was validated. A new particle breakage index was presented based on relative coordinate system, and then the mathematic expression was presented, the index was used to study the evolution law of particle breakage of coarse-grained soil under impact load. The results show that evolution of particle breakage process of coarse-grained soil under impact load can be described by the index presented in the paper. The particle breakage index increase and then decrease with the increase of moisture content, and the relation between the index and compaction work can be approximated by a hyperbola. © 2020, Central South University Press. All rights reserved.
引用
收藏
页码:3072 / 3080
相关论文
共 50 条
  • [41] Influence Factors of the Effect of the Load on the Salt Expansion for Coarse-grained Saline Soil Under the Interaction of Multiple Factors
    Zhang S.
    Wang Y.
    Zhang L.
    Yang X.
    Chen W.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2019, 27 (05): : 1126 - 1137
  • [42] Size Distribution of Coarse-Grained Soil by Sedimaging
    Ohm, Hyon-Sohk
    Hryciw, Roman D.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (04)
  • [43] Energy absorption in particle breakage under impact load
    Uzi, Avi
    Levy, Avi
    POWDER TECHNOLOGY, 2021, 377 : 308 - 323
  • [44] Evolution of particle breakage and volumetric deformation of binary granular soils under impact load
    Yang Xiao
    Hanlong Liu
    Qingsheng Chen
    Leihang Long
    Jia Xiang
    Granular Matter, 2017, 19
  • [45] Application of gradation equation for coarse-grained soil
    Guo Wan-li
    Zhu Jun-gao
    Yu Ting
    Jin Wei
    ROCK AND SOIL MECHANICS, 2018, 39 (10) : 3661 - 3667
  • [46] Evolution of particle breakage and volumetric deformation of binary granular soils under impact load
    Xiao, Yang
    Liu, Hanlong
    Chen, Qingsheng
    Long, Leihang
    Xiang, Jia
    GRANULAR MATTER, 2017, 19 (04)
  • [47] On the 'coarse-grained' evolution of collisionless stellar systems
    Chavanis, PH
    MONTHLY NOTICES OF THE ROYAL ASTRONOMICAL SOCIETY, 1998, 300 (04) : 981 - 991
  • [48] On the 'coarse-grained' evolution of collisionless stellar systems
    Ecl. Normale Sup. de Lyon, 46 Allée d'Italie, 69364 Lyon, France
    不详
    Mon. Not. R. Astron. Soc., 4 (981-991):
  • [49] On the coarse-grained evolution of collisionless stellar systems
    Chavanis, PH
    Bouchet, F
    ASTRONOMY & ASTROPHYSICS, 2005, 430 (03) : 771 - 778
  • [50] Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading
    He, Zhong-Ming
    Xiang, Da
    Liu, Ya-Xin
    Gao, Qian-Feng
    Bian, Han-Bing
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020