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Powder Technology 239 (2013) 248258
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Coupled CFDDEM simulation of fluidparticle interaction in geomechanics
Jidong Zhao , Tong ShanDepartment of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong
Corresponding author. Fax: +852 2358 1534.E-mail address: email@example.com (J. Zhao).
0032-5910/$ see front matter 2013 Elsevier B.V. Allhttp://dx.doi.org/10.1016/j.powtec.2013.02.003
a b s t r a c ta r t i c l e i n f o
Article history:Received 12 June 2012Received in revised form 7 November 2012Accepted 2 February 2013Available online 8 February 2013
Keywords:Granular mediaFluidparticle interactionCoupled CFDDEMSingle particle settling1D consolidationSandpile
This paper presents a coupled Computational Fluid Dynamics and Discrete Element Method (CFDDEM)approach to simulate the behaviour of fluidparticle interaction for applications relevant to mining andgeotechnical engineering. DEM is employed to model the granular particle system, whilst the CFD is usedto simulate the fluid flow by solving the locally averaged NavierStokes equation. The particlefluid interac-tion is considered by exchanging such interaction forces as drag force and buoyancy force between the DEMand the CFD computations. The coupled CFDDEM tool is first benchmarked by two classic geomechanicsproblems where analytical solutions are available, and is then employed to investigate the characteristicsof sand heap formed in water through hopper flow. The influence of fluidparticle interaction on the behav-iour of granular media is well captured in all the simulated problems. It is shown in particular that a sand pileformed in water is more homogeneous in terms of void ratio, contact force and fabric anisotropy. The centralpressure dip of vertical stress profile at the base of sandpile is moderately reduced, as compared to the drycase. The effects of rolling resistance and polydispersity in conjunction with the presence of water on theformation of sandpile are also discussed.
2013 Elsevier B.V. All rights reserved.
Fluidparticle interaction underpins the performance of a widerange of key engineering applications relevant to granular media.Subjected to external loads, the pore fluid in a saturated granular ma-terial may fluctuate or flow and cause particle motion. This may workfavourably in some cases, such as in sand production in sandstoneoil reservoir, but may be an adverse factor in other occasions, suchas in the case of internal/surface erosion of embankment dams andsoil slopes which may trigger instability and failure of these struc-tures . Conventional approaches based on continuum theories ofporous media, such as the Biot theory, have considered the interac-tion between pore fluids and particles in a phenomenological man-ner. They cannot offer microscopic information at the particle levelrelevant to the fluidparticle interaction which may be otherwiseuseful in many occasions. Indeed, as mentioned in a recent reviewby Zhu et al. , a quantitative understanding of the microscalephenomena relative to fluidparticle interaction could facilitate theestablishment of general methods for reliable scale-up, design andcontrol of different particulate systems and processes. To this end, anumber of collective attempts have been made on particle-scalemodelling of fluidparticle interaction, among which Discrete Element
Method (DEM) plays a central role. In particular, numerical approachescombining the Computational Fluid Dynamics and Discrete ElementMethod (CFDDEM) prove to be advantageous over many other op-tions, such as the LatticeBoltzman andDEM coupling (LBDEM)meth-od and the Direct Numerical Simulation coupled DEM (DNSDEM), interms of computational efficiency and numerical convenience .A typical CFDDEM method solves the Newton's equations governingthe motion of the particle system by DEM and the Darcy's law or theNavierStokes equation for the fluid flow by CFD, in consideration ofproper interaction force exchanges between the DEM and the CFD(see [21,27,32,33,37]). The method has been successfully applied tothe simulation of applications such as fluidization, pneumatic convey-ing and pipeline flow, blast furnace, cyclone, and film coating (see thereview by ).
Relevant to civil and geotechnical engineering, the importantimpact of fluidparticle interaction on the overall behaviour of soilshas long been recognized. More recently, there has been a growinginterest in exploring the soil behaviour using discrete modellingapproaches, in sought for key mechanisms and mitigating measuresfor various geotechnical hazards (see  for a summary). Whilstthe majority of these studies were focused on the dry soil case basedon DEM only, there have been limited investigations consideringthe fluidparticle interaction through coupled discrete approaches asmentioned before. A handful of exceptions include the treatment ofupward seepage flow in soils, sinkhole process, flow under sheet pilewalls [6,7,25]. The current paper aims to develop a coupled CFDDEM numerical tool to investigate various geomechanics problems
249J. Zhao, T. Shan / Powder Technology 239 (2013) 248258
relevant to mining and geotechnical engineering. In particular, twoopen-source DEM and CFD packages are employed to facilitate thecoupling between fluids and particles, namely, the LAMMPS-basedDEM code, LIGGGHTS , and the OpenFOAM (www.openfoam.com). The computational framework has been based on the CFDEMprogram developed by Goniva et al. , by further considering bothphases of gas and water in the fluid simulation by OpenFOAM. Thefluidparticle coupling is considered by exchanging interaction forcesbetween the two packages during the computation. The interactionforces being considered include the drag force and buoyancy force,which may generally suffice for granular materials in geomechanicswith relatively low Reynolds number of pore flow. Such complexinteraction forces as unsteady forces like virtual mass force, Bassetforce and lift forces and non-contact forces such as capillary force,Van der Waals force and electrostatic force, may be important forcertain applications, but will not be considered here. It is howeveremphasized that the computational framework is general and caneasily accommodate the consideration of these forces if necessary inthe future.
Three problems will be employed to demonstrate the predictivecapacity of the numerical tool. They include the single-particle settlingin water which simulates a typical sedimentation process, the one-dimensional consolidation and the formation of conical sand pile througha hopper into water. The first two examples are chosen due not only totheir simplicity but also the availability of analytical solutions for both,and consequently, they serve as benchmarks for the developed CFDDEMpackage. The sand pile formation problemhas receivedmuch atten-tion in a wide range of branches of engineering and science. Of particularinterest is the phenomenon of pressure dip in sandpile observed inexperiments. Various analytical approaches and numerical studies havebeen devoted to the explanation of this phenomenon, such as the fixedprincipal axes model , the arching theory based on limit analysisby Michalowski and Park , as well as DEM simulations [12,17]. Theoccurrence of pressure dip in sandpile has been found dependent onthe construction method, particle shape and other factors [1,39]. Despitethe intensive studies on this topic, no widely accepted consensus hasbeen reached regarding the major mechanism for the observed pres-sure dip. In particular, very scarce studies have been found exploringthe effect of water on the formation of a sandpile and on the charac-teristics of the pressure dip. Relevant studies in this respect mayhave a far wider engineering background closely related to such is-sues as dredging and land reclamation, mining production handling,soil erosion and debris flow wherein the interaction between soiland water proves to be important. The CFDDEM tool developedin this paper will be employed to investigate the characteristics ofsandpile formed through hopper flow in water, and careful compar-ison will be made against the dry case.
2. Methodology and formulation
Key to the coupling between the Computational Fluid Dynamicsmethod and Discrete Element Method (CFDDEM) is proper consid-eration of particlefluid interaction forces. Typical particlefluid in-teraction forces considered in past studies include the buoyancyforce, pressure gradient force, drag force due to the particle motionresistance by stagnant fluid, as well as other unsteady forces such asvirtual mass force, Basset force and lift forces (see, ). Followingthe approach proposed by Tsuji et al. [27,28], we assume that themotion of particles in the DEM is governed by the Newton's laws ofmotion and the pore fluid is continuous which can be described bylocally averaged NavierStokes equation to be solved by the CFD .The interactions between the fluid and the particles are modelled byexchange of drag force and buoyancy force only. Detailed formalismsgoverning the three aspects and numerical solution procedures aredescribed as follows.
2.1. Governing equations for the pore fluid and particle system
For a particle i treated by the DEM , the following equations areassumed to govern its translational and rotational motions
Fcij F fi F gi