Investigating the effect of flow direction on suffusion and its impacts on gap-graded granular soils

被引:102
作者
Xiong, Hao [1 ]
Yin, Zhen-Yu [2 ]
Zhao, Jidong [3 ]
Yang, Yi [4 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
[3] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Clear Water Bay, Hong Kong, Peoples R China
[4] Chu Hai Coll Higher Educ, Dept Civil Engn, Hong Kong, Peoples R China
关键词
Computational fluid dynamics; Discrete element method; Granular soil; Internal erosion; Microstructure; Solid-fluid interaction; DISCRETE PARTICLE SIMULATION; INTERNAL EROSION; COUPLED CFD; FLUID-FLOW; MECHANICAL CONSEQUENCES; NUMERICAL-MODEL; DEM; SAND; BEHAVIOR; ALGORITHMS;
D O I
10.1007/s11440-020-01012-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The flow direction is generally different from the gravity direction in geotechnical structures or slopes, the effect of which during suffusion remains unclear. This paper presents a coupled computational fluid dynamics and discrete element method approach to simulate the particle-fluid interaction relevant to this problem. The CFD-DEM approach is first benchmarked by a classic granular system problem, which is then used to investigate the characteristics of suffusion and its impact on the mechanical behavior. Five different angles between gravity and seepage directions for gap-graded soils with two fines contents are examined. Both the macroscopic and microscopic characteristics during suffusion and triaxial loading tests are analyzed. The direction angle is found to play a significant role affecting the erosion process and the mechanical consequence of soils. The results show that the greater the angle is, the harder it is for suffusion to occur and continue.
引用
收藏
页码:399 / 419
页数:21
相关论文
共 71 条
[1]   Suffusion evaluation of coarse-graded soils from Rhine dikes [J].
Benamar, Ahmed ;
Correia dos Santos, Ricardo N. ;
Bennabi, Abdelkrim ;
Karoui, Tarek .
ACTA GEOTECHNICA, 2019, 14 (03) :815-823
[2]  
Bonelli S., 2008, P 12 INT C INT ASS C, P7
[3]   Discrete particle simulation of radial segregation in horizontally rotating drum: Effects of drum-length and non-rotating end-plates [J].
Chand, Ram ;
Khaskheli, Murad Ali ;
Qadir, Abdul ;
Ge, Baoliang ;
Shi, Qingfan .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2012, 391 (20) :4590-4596
[4]   Critical Hydraulic Gradients of Internal Erosion under Complex Stress States [J].
Chang, D. S. ;
Zhang, L. M. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (09) :1454-1467
[5]  
Chang DS, 2011, GEOTECH TEST J, V34, P579
[6]   Pore-Scale Modeling of Viscous Flow and Induced Forces in Dense Sphere Packings [J].
Chareyre, Bruno ;
Cortis, Andrea ;
Catalano, Emanuele ;
Barthelemy, Eric .
TRANSPORT IN POROUS MEDIA, 2012, 94 (02) :595-615
[7]   Coupled discrete element and finite volume solution of two classical soil mechanics problems [J].
Chen, Feng ;
Drumm, Eric C. ;
Guiochon, Georges .
COMPUTERS AND GEOTECHNICS, 2011, 38 (05) :638-647
[8]   Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomography [J].
Cong Doan Nguyen ;
Benahmed, Nadia ;
Ando, Edward ;
Sibille, Luc ;
Philippe, Pierre .
ACTA GEOTECHNICA, 2019, 14 (03) :749-765
[9]   A direct simulation method for particle-fluid systems [J].
Cook, BK ;
Noble, DR ;
Williams, JR .
ENGINEERING COMPUTATIONS, 2004, 21 (2-4) :151-168
[10]   Coupled DEM-LBM simulation of internal fluidisation induced by a leaking pipe [J].
Cui, Xilin ;
Li, Jun ;
Chan, Andrew ;
Chapman, David .
POWDER TECHNOLOGY, 2014, 254 :299-306