Particle breakage mechanism and particle shape evolution of calcareous sand under impact loading

被引:0
|
作者
Xing Wang
Ying Wang
Cheng Liao
Jie Cui
Jian-Hua Shen
Xin-Zhi Wang
Chang-Qi Zhu
机构
[1] Guangzhou University,School of Civil Engineering
[2] Guangzhou University,Earthquake Engineering Research & Test Center
[3] Chengdu Tuojiang River Basin Investment and Development Group Co.,State Key Laboratory of Geotechnical Mechanics and Engineering, Institute of Rock and Soil Mechanics
[4] Ltd,undefined
[5] Chinese Academy of Sciences,undefined
关键词
Calcareous sand; Impact loading; Particle breakage; Particle shape; Number of impact tests; Cumulative impact energy;
D O I
暂无
中图分类号
学科分类号
摘要
Exploring the meso-fabric characteristics of calcareous sand (CS) is of vital importance for predicting its macro-mechanical responses under impact loading. To reveal the particle breakage mechanism and particle shape evolution of CS under impact loading, multiple impact tests were conducted on CS under different numbers of impact tests (or cumulative impact energy levels). Screening tests and particle shape scanning tests were used to measure the particle gradation and shape of CS before and after impact testing, respectively. According to the results: (I) CS particles 2−5 mm in size showed the largest breakage extent with increasing number of impact tests. Breakoff and abrasion were the primary CS particle breakage modes under impact loading. (II) Particle size obtained from particle shape scanning tests was mostly smaller than that from sieving tests; and different measuring principles for these two tests and irregular particle shape of CS constituted the direct and essential cause of this result, respectively. (III) The relative change ratio of the particle shape parameter was proposed to quantify variations in CS particle shapes with increasing number of impact tests, and CS particle shapes became increasingly regular with increasing particle breakage.
引用
收藏
相关论文
共 50 条
  • [41] Cumulative deformations and particle breakage in calcareous sand subjected to drained high-cyclic loading: Experimental investigation
    He, Shao-Heng
    Ding, Zhi
    Sun, Yifei
    Chen, Wei-Yun
    Xia, Tang-Dai
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 161
  • [42] Experimental Study on Single-Particle Crushing of Calcareous Sand under Cyclic Loading
    Jiang M.
    Xu Z.
    Liu J.
    Wu D.
    Wu X.
    Wang J.
    [J]. Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2019, 52 : 23 - 28
  • [43] Particle breakage during cyclic triaxial loading of a carbonate sand
    Donohue, S.
    O'Sullivan, C.
    Long, M.
    [J]. GEOTECHNIQUE, 2009, 59 (05): : 477 - 482
  • [44] Strength, Deformation, and Particle Breakage Behavior of Calcareous Sand: Role of Anisotropic Consolidation
    He, Shao-Heng
    Goudarzy, Meisam
    Ding, Zhi
    Sun, Yifei
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 149 (03)
  • [45] Creep of calcareous sand in Tunisia: effect of particle breakage at low stress level
    Hyunwook Choo
    Minhyuk Kwon
    Lamia Touiti
    Young-Hoon Jung
    [J]. International Journal of Geo-Engineering, 2020, 11
  • [46] Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand
    Shuai Wang
    Xue-Wen Lei
    Qing-Shan Meng
    Jie-Li Xu
    Ling-Feng Xie
    Yu-Jie Li
    [J]. KSCE Journal of Civil Engineering, 2020, 24 : 49 - 62
  • [47] Creep of calcareous sand in Tunisia: effect of particle breakage at low stress level
    Choo, Hyunwook
    Kwon, Minhyuk
    Touiti, Lamia
    Jung, Young-Hoon
    [J]. INTERNATIONAL JOURNAL OF GEO-ENGINEERING, 2020, 11 (01)
  • [48] Dilatancy behaviors and equation of calcareous sand considering stress path and particle breakage
    Luo M.-X.
    Zhang J.-R.
    Liu X.-X.
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2021, 43 (08): : 1453 - 1462
  • [49] Study on Modified Dynamic Constitutive Model for Calcareous Sand considering Particle Breakage
    Chen, Huibin
    Hou, Heying
    Jiang, Pengming
    Nong, Zhenzhen
    Li, Tianxiang
    Wang, Qing
    Pan, Zhuojie
    [J]. GEOFLUIDS, 2022, 2022
  • [50] Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand
    Wang, Shuai
    Lei, Xue-Wen
    Meng, Qing-Shan
    Xu, Jie-Li
    Xie, Ling-Feng
    Li, Yu-Jie
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (01) : 49 - 62