The influence of particle size ratio on the mechanical behaviour of gap-graded granular assemblies under drained triaxial compression: A DEM study

被引:1
|
作者
Adesina, Peter [1 ,2 ]
O'Sullivan, Catherine [3 ]
Wautier, Antoine [1 ]
机构
[1] Aix Marseille Univ, INRAE, UMR RECOVER, 3275 Rte Cezanne,CS 40061, F-13182 Aix En Provence, France
[2] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[3] Imperial Coll London, Dept Civil & Environm Engn, South Kensington, London SW7 2AZ, England
关键词
Gap-graded assemblies; Size ratio; Finer fraction; Underfilled assemblies; Overfilled assemblies; Internal instability assessment criteria; INTERNAL STABILITY; NONPLASTIC FINES; SHEAR-STRENGTH; DILATANCY; SAND; DEFORMATION; MINIMUM; MAXIMUM; MODEL;
D O I
10.1016/j.compgeo.2024.106987
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The influence of particle size ratio on the mechanical characteristics of dense and loose gap-graded granular assemblies with varying finer particle contents under drained triaxial compression is investigated using the discrete element method (DEM). The behaviour of assemblies designated as internally stable according to Kedzi's filter internal instability criterion is compared with internally unstable assemblies. This study shows that the influence of size ratio on the mechanical characteristics of gap-graded assemblies depends on the finer particle content considered and is more pronounced within the underfilled assemblies than within the overfilled assemblies. The micromechanical characteristics such as the coordination number and the proportion of erodible finer fraction within the internally stable underfilled assemblies are distinct from the internally unstable assemblies, confirming Kedzi's criterion. However, Kedzi's internal instability criterion which is solely based on particle size distributions does not account for the evolution in particle contact formation and stress transmission occurring during shearing, and the consequent changes in the proportion of erodible finer fraction as observed in our DEM data. This limitation renders Kedzi's criterion inadequate for assessing the internal instability of gapgraded granular assemblies subjected to shearing.
引用
收藏
页数:19
相关论文
共 44 条
  • [31] Study the Particle Size Impact on the Mechanical Behaviour of Granular Material by Discrete Element Method
    Talafha, Muath S.
    Oldal, Istvan
    Garneoui, Seifeddine
    FME TRANSACTIONS, 2022, 50 (03): : 473 - 483
  • [32] An experimental study on water and sand leakage disaster of gap-graded sandy soil under different grain size distributions
    Liu, Weiping
    Wang, Xianglong
    Wang, Shuhan
    Lv, Zhitao
    Cui, Yunwei
    ENVIRONMENTAL EARTH SCIENCES, 2024, 83 (02)
  • [33] An experimental study on water and sand leakage disaster of gap-graded sandy soil under different grain size distributions
    Weiping Liu
    Xianglong Wang
    Shuhan Wang
    Zhitao Lv
    Yunwei Cui
    Environmental Earth Sciences, 2024, 83
  • [34] Experimental Study on the Influence of Temperature on Shale Mechanical Properties under Conventional Triaxial Compression
    Meng, Lubo
    Li, Tianbin
    Jiang, Liangwen
    Ma, Hongmin
    ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 1452 - +
  • [35] Effect of particle size ratio and fines content on drained/undrained behavior of binary granular soil according to confining pressure and packing density: a DEM simulation
    Vahidi-Nia, Fatemeh
    Bayesteh, Hamed
    Khodaparast, Mahdi
    COMPUTATIONAL PARTICLE MECHANICS, 2024, 11 (01) : 141 - 167
  • [36] Effect of particle size ratio and fines content on drained/undrained behavior of binary granular soil according to confining pressure and packing density: a DEM simulation
    Fatemeh Vahidi-Nia
    Hamed Bayesteh
    Mahdi Khodaparast
    Computational Particle Mechanics, 2024, 11 : 141 - 167
  • [37] Influence of hydrate participation on the mechanical behaviour of fine-grained sediments under one-dimensional compression: a DEM study
    Li, Tao
    Li, Liqing
    Liu, Jingjin
    Zhou, Haizuo
    GRANULAR MATTER, 2022, 24 (01)
  • [38] Influence of particle size and blender size on blending performance of bi-component granular mixing: A DEM and experimental study
    Tanabe, Shuichi
    Gopireddy, Srikanth R.
    Minami, Hidemi
    Ando, Shuichi
    Urbanetz, Nora A.
    Scherliess, Regina
    EUROPEAN JOURNAL OF PHARMACEUTICAL SCIENCES, 2019, 134 : 205 - 218
  • [39] Influence of hydrate participation on the mechanical behaviour of fine-grained sediments under one-dimensional compression: a DEM study
    Tao Li
    Liqing Li
    Jingjin Liu
    Haizuo Zhou
    Granular Matter, 2022, 24
  • [40] DEM-Based Study on the Mechanical Behaviors of Pore-Filling MHBS under Drained True Triaxial Conditions Varying the Intermediate Stress Ratio of Constant Mean Effective Stresses
    He, Jie
    Zhu, Hehua
    Zhou, Mingliang
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (09)