Investigation of particle size effect on particle breakage of carbonate sand under one-dimensional compression

被引:0
|
作者
Wu, Y. [1 ]
Dai, B. [1 ]
Liu, P. [1 ]
Xu, K. [1 ]
机构
[1] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou, Peoples R China
关键词
D O I
10.1088/1755-1315/1330/1/012042
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Previous studies on the particle-size effect have indicated that larger particles tend to exhibit lower strength under equivalent loading conditions; however, the underlying mechanism remains unclear. This study investigated the influence of particle size on the macrocompression behavior of carbonate sand by performing one-dimensional compression tests on various uniformly graded samples. The variations in particle size and shape resulting from particle breakage during compression were quantitatively analyzed. In addition, X-ray micro-tomography (mu CT) is employed to obtain microstructural insights into the intra-particle porosity of carbonate sand particles, and its role in the particle size effect was further discussed.
引用
收藏
页数:7
相关论文
共 50 条
  • [41] Image based simulation of one-dimensional compression tests on carbonate sand
    Nadimi, Sadegh
    Fonseca, Joana
    MECCANICA, 2019, 54 (4-5) : 697 - 706
  • [42] Particle breakage during cyclic triaxial loading of a carbonate sand
    Donohue, S.
    O'Sullivan, C.
    Long, M.
    GEOTECHNIQUE, 2009, 59 (05): : 477 - 482
  • [43] Breakage and migration of dyed gypsum particles under one-dimensional compression
    Yu J.
    Shen C.
    Liu S.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2020, 39 (05): : 1071 - 1079
  • [44] Evolution of particle size distribution for carbonate sand under impact load
    Lin, Lan
    Li, Sa
    Sun, Liqiang
    Liu, XiaoLong
    Chen, WenWei
    POWDER TECHNOLOGY, 2020, 376 : 549 - 564
  • [45] A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number
    Tong, Chen-Xi
    Zhang, Ke-Fen
    Zhang, Sheng
    Sheng, Daichao
    COMPUTERS AND GEOTECHNICS, 2019, 112 : 72 - 80
  • [46] Effects of Particle Breakage on the Mechanical Behavior of Calcareous Sand Under Confined Compression Tests
    Luo, Mingxing
    Liu, Xiaoxuan
    Zhong, Li
    Wang, Xingxiao
    Wu, Cai
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2024, 22 (08) : 1407 - 1424
  • [47] An investigation of the particle breakage behaviour of rubber reinforced sand
    Fu, R.
    Coop, M. R.
    Senetakis, K.
    Li, X. Q.
    Geomechanics from Micro to Macro, Vols I and II, 2015, : 1347 - 1350
  • [48] The evolution and influence of particle breakage on the compression behavior of calcareous sand
    Wu, Yihang
    Wu, Yang
    Liu, Jixiong
    Li, Neng
    Li, Sihao
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2022, 40 (06) : 668 - 678
  • [49] Experimental study on the mechanical behaviors and particle breakage characteristics of calcareous sand from South China Sea under repeated one-dimensional impacts
    Haoran OuYang
    Guoliang Dai
    Wei Qin
    Chengfeng Zhang
    Wenbo Zhu
    Weiming Gong
    Acta Geotechnica, 2022, 17 : 3927 - 3946
  • [50] Experimental study on the mechanical behaviors and particle breakage characteristics of calcareous sand from South China Sea under repeated one-dimensional impacts
    OuYang, Haoran
    Dai, Guoliang
    Qin, Wei
    Zhang, Chengfeng
    Zhu, Wenbo
    Gong, Weiming
    ACTA GEOTECHNICA, 2022, 17 (09) : 3927 - 3946