Microscopic mechanism of particle detachment in granular materials subjected to suffusion in anisotropic stress states

被引:35
作者
Ma, Qirui [1 ,2 ]
Wautier, Antoine [2 ]
Zhou, Wei [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] Aix Marseille Univ, INRAE, UMR RECOVER, 3275 Rte Cezanne,CS 40061, F-13182 Aix En Provence 5, France
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Anisotropic stress; Detachment mechanism; LBM-DEM; Particle migration; Suffusion; LATTICE-BOLTZMANN METHOD; DISCRETE NUMERICAL-MODEL; GAP-GRADED SOILS; INTERNAL EROSION; STRAIN BEHAVIOR; DEM; ELEMENT; STABILITY; SIMULATIONS; MIXTURES;
D O I
10.1007/s11440-021-01301-x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Suffusion refers to a special form of internal erosion characterized by the selective erosion of the finest particles of a soil under the action of an internal fluid flow. In this work, the microscopic mechanism of particle detachment in binary mixtures subjected to suffusion under different flow directions is analyzed. We use the coupled lattice Boltzmann method (LBM) and discrete element method (DEM) to simulate the suffusion process in a granular sample subjected to an anisotropic stress state. When the macro-flow direction is aligned with the principal direction of compression, it is found that the fluid flow is more intense, which increases erosion. The stress anisotropy also influences the detachment direction that is not necessarily correlated with the macroscopic flow direction. The sample's anisotropic stress state is responsible for directional variations in microstructural properties during the suffusion under different flow directions. From a microscale point of view, a contact sliding index P and a particle detachment index Delta are defined to demonstrate that fluid-induced sliding dominates for particles about to detach.
引用
收藏
页码:2575 / 2591
页数:17
相关论文
共 80 条
  • [1] Lattice-Boltzmann Method for Complex Flows
    Aidun, Cyrus K.
    Clausen, Jonathan R.
    [J]. ANNUAL REVIEW OF FLUID MECHANICS, 2010, 42 : 439 - 472
  • [2] Experimental parametric study of suffusion and backward erosion
    Bendahmane, Fateh
    Marot, Didier
    Alexis, Alain
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (01) : 57 - 67
  • [3] A MODEL FOR COLLISION PROCESSES IN GASES .1. SMALL AMPLITUDE PROCESSES IN CHARGED AND NEUTRAL ONE-COMPONENT SYSTEMS
    BHATNAGAR, PL
    GROSS, EP
    KROOK, M
    [J]. PHYSICAL REVIEW, 1954, 94 (03): : 511 - 525
  • [4] Critical Hydraulic Gradients of Internal Erosion under Complex Stress States
    Chang, D. S.
    Zhang, L. M.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (09) : 1454 - 1467
  • [5] Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion
    Chen, C.
    Zhang, L. M.
    Chang, D. S.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2016, 142 (12)
  • [6] A semi-resolved CFD-DEM model for seepage-induced fine particle migration in gap-graded soils
    Cheng, Kuang
    Wang, Yin
    Yang, Qing
    [J]. COMPUTERS AND GEOTECHNICS, 2018, 100 : 30 - 51
  • [7] Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomography
    Cong Doan Nguyen
    Benahmed, Nadia
    Ando, Edward
    Sibille, Luc
    Philippe, Pierre
    [J]. ACTA GEOTECHNICA, 2019, 14 (03) : 749 - 765
  • [8] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [9] Study on the multiphase fluid-solid interaction in granular materials based on an LBM-DEM coupled method
    Ding, Wen-Tao
    Xu, Wen-Jie
    [J]. POWDER TECHNOLOGY, 2018, 335 : 301 - 314
  • [10] Pore-network extraction from micro-computerized-tomography images
    Dong, Hu
    Blunt, Martin J.
    [J]. PHYSICAL REVIEW E, 2009, 80 (03):