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
[41]   A coupled CFD-DEM analysis of granular flow impacting on a water reservoir [J].
Shan, Tong ;
Zhao, Jidong .
ACTA MECHANICA, 2014, 225 (08) :2449-2470
[42]   BASIC PROPERTIES OF SAND AND GRAVEL FILTERS [J].
SHERARD, JL ;
DUNNIGAN, LP ;
TALBOT, JR .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (06) :684-700
[43]   EXPERIMENTS ON PIPING IN SANDY GRAVELS [J].
SKEMPTON, AW ;
BROGAN, JM .
GEOTECHNIQUE, 1994, 44 (03) :449-460
[44]  
Slangen P., 2016, GEOTECH TEST J, V40, P1
[45]  
Smilauer V., 2010, YADE DOCUMENTATION, V1
[46]  
Sterpi D., 2003, INT J GEOMECH, V3, P111, DOI DOI 10.1061/(ASCE)1532-3641(2003)3:1(111)
[47]   Micro-scale investigation of the role of finer grains in the behavior of bidisperse granular materials [J].
Taha, Habib ;
Ngoc-Son Nguyen ;
Marot, Didier ;
Hijazi, Abbas ;
Abou-Saleh, Khalil .
GRANULAR MATTER, 2019, 21 (02)
[48]   Quantitative analysis of piping erosion micro-mechanisms with coupled CFD and DEM method [J].
Tao, Hui ;
Tao, Junliang .
ACTA GEOTECHNICA, 2017, 12 (03) :573-592
[49]  
Terzaghi K., 1922, Die Wasserkraft, V17, P445
[50]  
Terzaghi K., 1951, Theoretical soil mechanics