2010
DOI: 10.1016/j.compgeo.2010.07.002
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Characterisation of conduction phenomena in soils at the particle-scale: Finite element analyses in conjunction with synthetic 3D imaging

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Cited by 30 publications
(6 citation statements)
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“…In this work, however, we construct a pore network that more closely represents the physical pore domains in a manner similar to those adopted in past network models of porous, granular media [23,[62][63][64]. Finally, at the macroscopic level, we compute the permeability of each of our samples by performing a finite element simulation of the fluid flow through the pore space, using a model that has been validated against physical experiments [11,[65][66][67] (step 2, Figure 1). …”
Section: A Proposed Frameworkmentioning
confidence: 99%
See 1 more Smart Citation
“…In this work, however, we construct a pore network that more closely represents the physical pore domains in a manner similar to those adopted in past network models of porous, granular media [23,[62][63][64]. Finally, at the macroscopic level, we compute the permeability of each of our samples by performing a finite element simulation of the fluid flow through the pore space, using a model that has been validated against physical experiments [11,[65][66][67] (step 2, Figure 1). …”
Section: A Proposed Frameworkmentioning
confidence: 99%
“…We develop a model for Ottawa sand and sandstone, comprising rounded quartz particles [10], for which DEM can provide an reasonable approximation of real geomechanical behavior [20,67]. The simulation is implemented in Yade [77].…”
Section: B Discrete Element Modelingmentioning
confidence: 99%
“…The latter group of features is less correlated with the sample compression and the resulting effect on the void ratio. The third group of features, 16-20, is both inter-correlated (0.66 on average) and correlated with the compressionrelated features in the first group (1)(2)(3)(4)(5)(6)(7)(8)(9). This demonstrates that the connectivity in the samples is broadly interlinked with the degree of compression.…”
Section: Resultsmentioning
confidence: 99%
“…Our discrete-element model is a simple proxy for sands and sedimentary rocks (i.e., Ottawa sand and sandstone) [2,5,6]. Batches of 400 soft spheres are dropped in a rectangular container with periodic boundary conditions for Figure 1.…”
Section: Discrete Element Modelingmentioning
confidence: 99%
“…Existing studies on the pore structure based on CT and NMR could only examine several rock or soil samples simultaneously, and were therefore unable to obtain general rules. Certain studies have used the discrete element method (DEM) to generate granular media and investigate their pore structure [24,45,46,47,48,49,50]. These DEM studies focused on the pore structures of mono-sized packing, bi-dispersed packing, and packing with different gradation parameters.…”
Section: Introductionmentioning
confidence: 99%