**Engineering**

Vol.06 No.13(2014), Article ID:52463,12 pages

10.4236/eng.2014.613087

Solid Boundary as Energy Source and Sink in a Dry Granular Dense Flow: A Comparison between Two Turbulent Closure Models

Chung Fang

Department of Civil Engineering, National Cheng Kung University, Tainan City, Taiwan

Email: cfang@mail.ncku.edu.tw

Copyright © 2014 by author and Scientific Research Publishing Inc.

This work is licensed under the Creative Commons Attribution International License (CC BY).

Received 5 October 2014; revised 23 November 2014; accepted 7 December 2014

ABSTRACT

Solid boundary as energy source and sink of the turbulent kinetic energy of the grains, and its in- fluence on the mean and turbulent features of a dry granular dense flow, are investigated by using the proposed zero- and first-order turbulent closure models. The first and second laws of ther- modynamics are used to derive the equilibrium closure relations, with the dynamic responses postulated by a quasi-static theory for weak turbulent intensity. Two closure models are applied to analyses of a gravity-driven flow down an inclined moving plane. While the calculated mean porosity and velocity correspond to the experimental outcomes, the influence of the turbulent eddy evolution can be taken into account in the first-order model. Increasing velocity slip on the inclined plane tends to enhance the turbulent dissipation nearby, and the turbulent kinetic energy near the free surface. The turbulent dissipation demonstrates a similarity with that of Newtonian fluids in turbulent boundary layer flows. While two-fold roles of the solid boundary are apparent in the first-order model, its role as an energy sink is more obvious in the zero-order model.

**Keywords:**

Dry Granular Dense Flow, Gravity Flow, Turbulent Closure Model, Velocity Slip

1. Introduction

Dry granular dense flows are continuous motions of a large amount of discrete solid particles with interstitial space filled by a gas, moving with slow to moderate speed. The grain-grain interaction, in contrast to creeping or rapid flows, results from ong-term enduring frictional contact and sliding, and short-term instantaneous inelastic collision [1] - [4] . Two-fold grain-grain interactions induce fluctuations on the field quantities at the macroscopic level, a phenomenon similar to turbulent motion of Newtonian fluids with two distinctions: 1) it emerges from grain-grain interactions, in contrast to those resulted from incoming flow instability, instability in transition region, or flow geometry in Newtonian fluids; and 2) it emerges at slow speed, in contrast to those in Newtonian fluids which are strongly velocity-dependent, characterized by the critical Reynolds’ number [5] [6] .

Solid boundary has been demonstrated to be an energy source and sink of the turbulent kinetic energy of the grains, and conventional no-slip condition of velocity is not valid [7] [8] . Whereas these influences were hardly accounted for in laminar flow formulations, e.g. [9] - [17] , they were not appropriately taken into account in the limiting turbulent flow formulations, e.g. [18] - [21] . Thus, the goal of the present study is to propose a ther- modynamically consistent turbulent closure model to account for these effects, with their influence on the mean and turbulent flow features. Specifically, a zero- and a first-order closure models are proposed, with the focus on the intercomparison of the roles played by the solid boundary, and the influence of velocity slip.

In the following sections, the mean balance equations, state space and entropy inequality are presented for two models. The closure relations are summarized as results from thermodynamic considerations of the first and second laws. Two closure models are applied to analyses of stationary gravitational flows down an inclined moving plane. While solutions of two models demonstrate a qualitative agreement with experimental outcomes in the mean porosity and velocity profiles, the distributions of the turbulent dissipation are similar to those of Newtonian fluids in turbulent boundary layer flows, with their vanishing and finite values obtained on the free surface by the zero- and first-order models, respectively. Increasing velocity slip near the inclined plane tends to enhance the turbulent dissipation nearby, resulting in larger mean porosity and turbulent kinetic energy near the free surface. While boundary as energy source and sink is apparent in the first-order model, its latter role is more obvious in the zero-order model.

2. Mean Balance Equations and Equilibrium Closure Relations

To account for the distribution of solid volume and its microstructural effect, the (solid) volume fraction, defined as the total solid volume divided by the volume of a granular representative volume element (RVE), is introduced, with its time evolution described by the Wilmánski model for dense flows [12] [22] . A dense flow is considered a rheological fluid, which must satisfy the basic laws of motion for continuum mechanics. Since in turbulent motion the field quantities experience fluctuations, with solutions random and unpredictable, their sta- tistically averaged values (e.g. Reynolds-averaging) should be defined and investigated. With these, the fol- lowing mean balance equations must be satisfied [5] [12] [23] [24]

with the ergodic terms,

(6)

The variables and parameters in (1)-(6) are defined in Table 1.

Equations (1)_{1.2}, (2)_{1.2} and (3)_{1} are respectively the conventional mean balances of mass, linear momentum, angular momentum, internal energy and entropy for a continuum, with the mean density decomposed into, and the symmetry of the mean Cauchy stress is required. Equation (3)_{2} is the Wilmánski model for

Table 1. Variables and parameters in the mean balance equations.

the time evolution of, Equation (4)_{1} is the phenomenological generalization of the Mohr-Coulomb model for the mean internal friction in a granular material at low energy and high-grain volume fraction [12] [25] [26] , while Equations (4)_{2} and (5) are the balances of turbulent kinetic energy and dissipation, respectively. They are included to denote the influence of the energy cascade from the mean flow scale toward the smallest (dissipation) scale in turbulent flows. In doing so, two turbulent closure models are constructed: Equations (1)-(4) apply for the zero-order model with the turbulent dissipation considered a closure relation, and Equations (1)-(5) apply for the first-order model, in which the time evolutions of the turbulent kinetic energy and dissipation are des- cribed independently and separately.

For the application of two models, the quantities

(7)

are introduced as the primitive mean fields, with the superscripts 0 and 1 denoting the model specification, while the closure relations

(8)

are constructed based on the state spaces given by

(9)

with, and, where, , , , , , and the Nabla operator. The quantity is the material coldness, with the granular coldness, a si- milar concept to granular temperature [20] [23] - [25] [27] [28] . While it is used to index both variations in tur- bulent kinetic energy and dissipation in the zero-order model, it is employed only for the variation in turbulent kinetic energy in the first-order model. The quantity is the value of in the reference configuration, included due to its influence on flowing granular matter. In (9), , , , , and are for the ela- stic effect; and represent the temperature-dependence of physical properties, with and with denote the influence of turbulent fluctuation, while and are for the viscous and rate- independent effect, respectively.

The forms of the closure relations are reduced by the second law of thermodynamics, which is formulated here as the Müller-Liu entropy principle. In its local form, it represents the restriction that the mean entropy production must be non-negative, i.e.,. A physically admissible process must si- multaneously satisfy this Equation, (1)-(2) and (3) -(5). One can account for all these requirements by using the method of Lagrange multiplier, viz.,

(10)

with the mean balance equations appearing as constraints of the entropy inequality, and, , , , , , , the corresponding Lagrange multipliers.

Substituting (8) and (9) into (10) with the assumption of material isotropy and chain rule of differentiation, the corresponding restrictions on forms such as (8) have been defined elsewhere [23] [24] . They are expressions for and, and, as well the dependence of the specific turbulent Helmholtz free energies and, defined by and, for the zero- and first- order models, respectively, viz.,

(11)

with, , and. The

expressions of and, and, , and, and, ,

and at an thermodynamic equilibrium state denoted by the subscript, defined by

and in the zero- and first-order models, respectively, are given by

where. The variables and stand for the turbulent thermodynamic and configurational

pressures, respectively, viz.,

(20)

for both models. Otherwise, for incompressible grains, is an independent field and can no longer be deter- mined by Equation (20)_{1}; Equations (11)_{1}, (18) and (19) are simplified to [12]

(21)

(22)

(23)

while (11)_{2-3} and (12)-(16) remain unchanged, with (17) reducing to.

3. Closure Models

For isothermal flows with incompressible grains, we assume that, , , , , , and may be decomposed according to

(24)

with; the superscript indicates dynamic response, which should vanish at thermodynamic equi- librium. Within a quasi-static theory, the dynamic responses are assumed to depend explicitly and linearly on the independent dynamic variables, respectively of the forms,

with -, and functions of;, , and functions of and the three invariants of. The functional dependences of and are the same as above, with additionally included. We choose the material vis- cosities and phenomenological (turbulent) viscosities be given by [12] [16] [17] [26]

(28)

with depending on the three invariants of;, a positive constant; the mean vol- ume fraction corresponding to the possible most dense packing of the grains; and the critical mean volume fraction at which shearing is decoupled from dilatation. Equation (28) asserts that the total stress is larger in turbulent than in laminar flows, and is justified for weak turbulent intensity [29] [30] .

For explicit expressions of, , and, the simplest form of the specific turbulent free energy is proposed following previous works by [12] [17] [26]

(29)

with the plastic contribution confined within. Equation (29) is justified for weak turbulent flows, and as- serts that smaller granular coldness results in smaller free energy [27] - [30] . A hypoplastic form for the mean production of mean internal friction is given by [31] [32]

(30)

to account for rate-independent characteristics, in which, the versor of;, the deviator of;, and a positive constant, relating to the internal friction and frictional angle in the critical state. The scalar functions and are the stiffness and density factors, denoting strain harding/soft- ing and mean-pressure dependent bulk density, respectively.

The specific forms (28)-(30) are assigned for both models, for they are proposed based on experiments. With these, the closure relations of, , , , , , , , and for an isochoric, isothermal flow with incompressible grains and weak turbulent intensity are given by

(31)

(32)

(33)

(34)

with, where Cayley-Hamilton theorem, Truesdell’s equi-presence principle and the notations

(35)

are used. Substituting (20), (21), (30)-(34) into (1)-(5) yields the field equations for both models.

4. Inclined Gravity-Flow Problem

4.1. Field Equations and Boundary Conditions

Consider a fully-developed, isothermal, two-dimensional stationary turbulent shear flow down an inclined mov- ing plane, as shown in Figure 1. With this,

(36)

and, , , are assumed, with;, , and the mean velocity component in the direction, the mean volume fraction, the granular coldness and the mean internal friction components, respectively; and applies for the first-order model.

The flow corresponds to the critical state, defined as the state in which and [33] [34] . Since in the critical state is set to be unity, Equation (30) reduces to

(37)

in which, the value of at the critical state; and the critical friction angle [34] . Since does not vanish in general, substituting (37) into (4) yields

(38)

with. The only non-trivial solution of (38) is and. Thus, Equation (4)_{1} is decoupled from other mean balance equations in both models. For further identification, a specific form of is proposed by [35] [36]

Figure 1. Gravity-driven stationary flow down an inclined moving plane and the coordinate.

Table 2. Dimensionless parameters in the dimensionless field equations.

(39)

with the minimum mean volume fraction. With these, the mean field equations reduce to

(40)

(41)

(42)

(43)

(44)

for, , and, where Equations (40)-(42) apply for the zero-order model, and (40)-(41) and (43)-(44) apply for the first-order model.

Due to velocity slip, the grains on the solid plane may not assume the plane velocity. Velocity slip provides extra energy flux toward to, or away from the granular body, which is proportional to the square of the slip velocity and with the same direction of the momentum flux on the boundary [7] [8] . On the contrary, due to the experimental setup [37] , approaches a fixed value on the solid plane. Since experiment is carried out by discharging a constant mass flux on the plane, the flow thickness is fixed, and the shear force on the free surface is negligible due to the significant density difference between the granular body and air. Thus, the boundary conditions are given by

(45)

with, and the boundary values on the inclined plane; the velocity of the solid plane; the grain velocity on the plane; and the coefficients relating respectively the contributions of the slip velocity to the boundary values of and; and the flow thickness. The prescription of on the plane applies only for the first-order model. In doing so, solid boundary as an energy source and sink is taken into account by prescribing the values of and separately in the first-order model, and by a fixed boundary value of in the zero-order model. Nonvanishing and correspond to experimental ob- servations at vanishing slip velocity.

4.2. Nondimensionalization and Numerical Method

With the dimensionless parameters defined in Table 2, Equations (40)-(44) are recast respectively by

(46)

(47)

(48)

(49)

with the dimensionless boundary conditions,

(50)

where, and.

The two-point nonlinear BVPs (46)-(50) are solved numerically by means of the method of successive ap- proximation with under-relaxation scheme. For the implementation of numerical simulation, the values of, , and are given by [12] [16] [35]

(51)

with fixed values of and, motivated by experimental observations.

4.3. Numerical Results

As a parametric study, numerical simulations are carried out for variations in, and, with, , , , and. The inclined angle is chosen to match the experiments [37] .

Figure 2 illustrates the profiles of (the mean porosity), and the dimensionless turbulent kinetic energy and dissipation, in which indicated by the arrows, with the dashed lines representing laminar flow solutions [12] . Decreasing tends to increase velocity slip on the solid plane, resulting in more intensive friction near the solid plane with significant turbulent dissipation, as shown in Figure 2(f) and Figure 2(j) in both models. Due to velocity slip, the shearing generated by the plane is less efficiently transferred toward the granular body. The flow above the slip surface is dominated by gravity, in which the grains are moving with larger velocity in the reverse direction, as shown in Figure 2(d) and Figure 2(h). In this region, the grains are colliding with one another in a relatively free manner, resulting in larger mean porosity and di- mensionless turbulent kinetic energy, as shown in Figure 2(c) with Figure 2(g) and Figure 2(e) with Figure 2(i), respectively. The profiles of and corresponding qualitatively to the experimental outcomes (see Figure 2(c) with Figure 2(g) with Figure 2(a), and Figure 2(d) and Figure 2(h) with Figure 2(b)). The nu- merical results approach better to the experimental measurements with smaller values of in both models, resulted from the fact that velocity slip is identified near the solid plane in experiments. This finding suggests that the influence of velocity slip needs be taken into account for more accurate numerical prediction.

The dimensionless turbulent dissipations, shown in Figure 2(f) and Figure 2(j), decrease from their ma- ximum values on the solid plane toward the minimum values on the free surface with an “exponential-like” tendency in variations in in both models. Although such a tendency is similar to that of Newtonian fluids in turbulent boundary layer flows [5] [6] , the first-order model is more justified, for finite turbulent dissipation is obtained on the free surface, where the turbulent kinetic energy is maximum (see Figure 2(e) and Figure 2(f)), in contrast to vanishing turbulent dissipation from the zero-order model (see Figure 2(i) and Figure 2(j)). This is due to that in the first-order model, the turbulent kinetic energy and dissipation are indexed separately by

Figure 2. Profiles of, and the dimensionless turbulent kinetic energy and dissipation compared with ex- perimental outcomes, in which and indicated by the arrows. (a) and (b): Experimental results; (c)-(f): Results by the first-order model; (g)-(j): Results by the zero-order model. Dashed lines: laminar flow solutions.

and, respectively, whilst in the zero-order model, is used as a direct measure of the turbulent kinetic energy and an indirect measure of the turbulent dissipation.

Difference between two models can further be recognized by the profiles of, as shown in Figure 2(d) and Figure 2(h). While in the zero-order model a “local” energy balance is imposed between the turbulent kinetic energy and dissipation, the influence of turbulent eddy evolution is accounted for in the first-order model, re- sulting in more efficient turbulent kinetic energy transfer across the flow. This leads to more efficient transfer of the mean shearing and stress power of the solid plane, giving rise to a discrepancy isn the lower and central regions, when compared with experimental outcomes and those from the zero-order model. It should not be concluded, however, that the first-order model is inaccurate, for the flows in experiments deviate only slightly from laminar flow. On the other hand, Figure 2(d) and Figure 2(h) demonstrate that the turbulent eddy evo- lution influences significantly on the mean flow characteristics, and need be taken into account when the turbulent intensity is not weak.

Numerical simulations have been carried out for variations in and the results are summarized in Figure 3, in which indicated by the arrows. Increasing tends to enhance the energy flux from the solid plane toward granular body (boundary as energy source), yielding more intensive turbulent dissipation near the solid plane and near the free surface in the zero- and first-order models, respectively, as shown in Figure 3(d) and Figure 3(h). Since intensive turbulent kinetic energy induces intensive turbulent dissipation, as implied by Newtonian fluids characteristics, the first-order model is more justified than the zero-order model (see Figure 3(c) and Figure 3(d) with Figure 3(g) and Figure 3(h)). With the enhanced turbulent dissipation, the profiles of and shown in Figure 3(a), Figure 3(e) and Figure 3(b), Figure 3(f), illustrate similar tendencies with

Figure 3. Profiles of, and the dimensionless turbulent kinetic energy and dissipation, in which, and indicated by the arrows. (a)-(d): Results by the first-order model; (e)-(h): Results by the zero-order model. Dashed lines: laminar flow solutions.

those described in Figure 2. Boundary as energy source and sink is apparent in the first-order model, while its latter role is more obvious in the zero-order model.

Figure 4 illustrates the profiles of, and the dimensionless turbulent kinetic energy and dissipation from the first-order models, in which indicated by the arrows. Increasing tends to en- hance the energy flux from the granular body toward solid plane, resulting in more intensive turbulent dis- sipations near the solid plane, with slightly affected turbulent kinetic energy profiles, as shown in Figure 4(d) and Figure 4(c), respectively. Comparing Figure 4(d) with Figure 3(d) illuminates two different mechanisms for the turbulent dissipation: In the latter figure it is induced by the enhanced energy sink on the boundary, yielding enhanced turbulent dissipation near the solid plane. In the former figure it is induced by the intensive turbulent kinetic energy near the free surface, giving rise to the enhanced turbulent dissipation there. In view of these, the profiles of and are only slightly affected by larger values of, as displayed in Figure 4(a) and Figure 4(b), respectively. Comparing Figure 4(c) and Figure 4(d) with Figure 3(g) and Figure 3(h) illus- trates that the first-order model delivers more justified and accurate estimations on the turbulent kinetic energy and dissipation, and the influence of boundary as energy source can be accomplished.

5. Conclusions and Discussions

Boundary as energy source and sink, and the influence of velocity slip near solid boundary on the mean and turbulent features of a dry granular dense flow, were investigated by the proposed zero- and first-order closure models, in which the granular coldness was introduced to index both variations in the turbulent kinetic energy and dissipation in the former model, while they were indexed separately by two independent fields in the latter model. Both models were applied to analyses of isothermal, stationary turbulent shear flows with incompressible grains down an inclined moving plane.

Velocity slip near solid boundary tends to enhance turbulent dissipation in both models. The turbulent dis- sipation profile is similar to that of Newtonian fluids in turbulent boundary layer flows. The first-order model is however more justified, for it asserts that intensive turbulent kinetic energy induces intensive turbulent dis- sipation, with non-vanishing turbulent dissipation obtained on the free surface, in contrast to vanishing turbulent dissipation identified by the zero-order model. In both models, the mean shearing of the solid plane is less

Figure 4. Profiles of, and the dimensionless turbulent kinetic energy and dissipation from the first-order model, in which, and indicated by the arrows. Dashed lines: laminar flow solutions.

efficiently transferred toward the granular body, and the turbulent dissipation is confined within a thin layer above the solid plane. Outside this thin layer, the grains are dominated by gravity, and collide with one another in a free manner, resulting in significant short-term grain interaction, as reflected by larger mean porosity, vel- ocity and turbulent kinetic energy near the free surface.

Two-fold roles played by the solid boundary are more apparent in the first-order model, while boundary as energy source is less apparent in the zero-order model. Comparison with experiments shows qualitative agree- ment in the - and -pofiles, and also suggests that velocity slip needs be taken into account for more ac- curate numerical prediction. Although the velocity profiles from the zero-order model approach better to ex- perimental outcomes, the first-order model is better to account for the influence of turbulent eddy evolution by using a energy cascade.

Acknowledgements

The author is indebted to the Ministry of Science and Technology, Taiwan, for the financial support through the project MOST 103-2221-E-006-116.

References

- Aranson, I.S. and Tsimring, L.S. (2009) Granular Patterns. Oxford University Press, Oxford.
- Ausloos, M., Lambiotte, R., Trojan, K., Koza, Z. and Pekala, M. (2005) Granular Matter: A Wonderful World of Clusters in Far-from-Equilibrium Systems. Physica A, 357, 337-349. http://dx.doi.org/10.1016/j.physa.2005.06.034
- Pöschel, T. and Brilliantov, N.V. (2013) Granular Gas Dynamics. In: Lecture Notes in Physics (Book 624), Springer- Verlag, New York.
- Rao, K.K. and Nott, P.R. (2008) Introduction to Granular Flows. Cambridge University Press, London. http://dx.doi.org/10.1017/CBO9780511611513
- Batchelor, G.K. (1993) The Theory of Homogeneous Turbulence. Cambridge University Press, Cambridge.
- Tsinober, A. (2009) An Informal Conceptual Introduction to Turbulence. Springer, Heidelberg. http://dx.doi.org/10.1007/978-90-481-3174-7
- Richman, M.W. (1988) Boundary Conditions Based upon a Modified Maxwellian Velocity Distribution for Flows if Identical, Smooth, nearly Elastic Spheres. Acta Mechanica, 75, 227-240. http://dx.doi.org/10.1007/BF01174637
- Richman, M.W. and Marciniec, R.P. (1990) Gravity-Driven Granular Flows of Smooth, Inelastic Spheres down Bumpy Inclines. Journal of Applied Mechanics, 57, 1036-1043. http://dx.doi.org/10.1115/1.2897623
- Campbell, C.S. (2005) Stress-Controlled Elastic Granular Shear Flows. Journal of Fluid Mechanics, 539, 273-297. http://dx.doi.org/10.1017/S0022112005005616
- Daniel, R.C., Poloski, A.P. and Sáez, A.E. (2007) A Continuum Constitutive Model for Cohesionless Granular Flows. Chemical Engineering Science, 62, 1343-1350. http://dx.doi.org/10.1016/j.ces.2006.11.035
- Faccanoni, G. and Mangeney, A. (2013) Exact Solution for Granular Flows. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 1408-1433. http://dx.doi.org/10.1002/nag.2124
- Fang, C. (2009) Gravity-Driven Dry Granular Slow Flows down an Inclined Moving Plane: A Comparative Study between Two Concepts of the Evolution of Porosity. Rheologica Acta, 48, 971-992. http://dx.doi.org/10.1007/s00397-009-0378-4
- Fang, C. (2010) Rheological Characteristics of Solid-Fluid Transition in Dry Granular Dense Flows: A Thermodynamically Consistent Constitutive Model with a Pressure-Ratio Order Parameter. International Journal for Numerical and Analytical Methods in Geomechanics, 34, 881-905.
- Jop, P. (2008) Hydrodynamic Modeling of Granular Flows in a Modified Couette Cell. Physical Review E, 77, Article ID: 032301. http://dx.doi.org/10.1103/PhysRevE.77.032301
- Jop, P., Forterre, Y. and Pouliquen, O. (2006) A Constitutive Law for Dense Granular Flows. Nature, 441, 727-730. http://dx.doi.org/10.1038/nature04801
- Savage, S.B. (1993) Mechanics of Granular Flows. In: Hutter, K., Ed., Continuum Mechanics in Environmental Sci- ences and Geophysics, Springer, Heidelberg, 467-522. http://dx.doi.org/10.1007/978-3-7091-2600-4_6
- Wang, Y. and Hutter, K. (1999) A Constitutive Theory of Fluid-Saturated Granular Materials and Its Application in Gra- vitational Flows. Rheologica Acta, 38, 214-223. http://dx.doi.org/10.1007/s003970050171
- Ahmadi, G. (1985) A Turbulence Model for Rapid Flows of Granular Materials. Part I. Basic Theory. Powder Technology, 44, 261-268. http://dx.doi.org/10.1016/0032-5910(85)85008-7
- Ahmadi, G. and Shahinpoor, M. (1983) Towards a Turbulent Modeling of Rapid Flow of Granular Materials. Powder Technology, 35, 241-248. http://dx.doi.org/10.1016/0032-5910(83)87014-4
- Luca, I., Fang, C. and Hutter, K. (2004) A Thermodynamic Model of Turbulent Motions in a Granular Material. Continuum Mechanics and Thermodynamics, 16, 363-390. http://dx.doi.org/10.1007/s00161-003-0163-z
- Ma, D. and Ahmadi, G. (1985) A Turbulence Model for Rapid Flows of Granular Materials. Part II. Simple Shear Flows. Powder Technology, 44, 269-279. http://dx.doi.org/10.1016/0032-5910(85)85009-9
- Wilmánski, K. (1996) Porous Media at Finite Strains. The New Model with the Balance Equation of Porosity. Archives of Mechanics, 48, 591-628.
- Fang, C. and Wu, W. (2014) On the Weak Turbulent Motions of an Isothermal Dry Granular Dense Flow with Incompressible Grains, Part I. Equilibrium Turbulent Closure Models. Acta Geotechnica, 9, 725-737. http://dx.doi.org/10.1007/s11440-014-0313-4
- Fang, C. (2014) A k-ε Turbulent Closure Model of an Isothermal Dry Granular Dense Matter, Part I: Equilibrium Closure Relations. Acta Mech. (In Review)
- Hutter, K. and Wang, Y. (2003) Phenomenological Thermodynamics and Entropy Principle. In: Greven, A., Keller, G. and Warnecke, G., Eds., Entropy, Princeton University Press, Princeton, 57-77.
- Kirchner, N. (2002) Thermodynamically Consistent Modeling of Abrasive Granular Materials. I: Non-Equilibrium Theory. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 458, 2153-2176. http://dx.doi.org/10.1098/rspa.2002.0963
- Goldhirsch, I. (2008) Introduction to Granular Temperature. Powder Technology, 182, 130-136. http://dx.doi.org/10.1016/j.powtec.2007.12.002
- Vescovi, D., di Prisco, C. and Berzi, D. (2013) From Solid to Granular Gases: The Steady State for Granular Materials. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 2937-2951. http://dx.doi.org/10.1002/nag.2169
- Fang, C. and Wu, W. (2014) On the Weak Turbulent Motions of an Isothermal Dry Granular Dense Flow with Incompressible Grains: Part II. Complete Closure Models and Numerical Simulations. Acta Geotechnica, 9, 739-752. http://dx.doi.org/10.1007/s11440-014-0314-3
- Fang, C. (2014) A k-ε Turbulent Closure Model of an Isothermal Dry Granular Dense Matter, Part II: Closure Model and Numerical Simulations. Acta Mech. (In Review)
- Fellin, W. (2013) Extension to Barodesy to Model Void Ratio and Stress Dependency of the K
_{o}Value. Acta Geotechnica, 8, 561-565. http://dx.doi.org/10.1007/s11440-013-0238-3 - Fuentes, W., Triantaftllidis, T. and Lizcano, A. (2012) Hypoplastic Model for Sands with Loading Surface. Acta Geotechnica, 7, 177-192. http://dx.doi.org/10.1007/s11440-012-0161-z
- Ai, J., Langston, P.A. and Yu, H.S. (2014) Discrete Element Modeling of Material Non-Coaxiality in Simple Shear Flows. International Journal for Numerical and Analytical Methods in Geomechanics, 38, 615-635. http://dx.doi.org/10.1002/nag.2230
- Kirchner, N. and Teufel, A. (2002) Thermodynamically Consistent Modeling of Abrasive Granular Materials. II: Ther- modynamic Equilibrium and Applications to Steady Shear Flows. Proceedings of the Royal Society A, 458, 3053-3077. http://dx.doi.org/10.1098/rspa.2002.1020
- Bauer, E. and Herle, I. (2000) Stationary States in Hypoplasticity. In: Kolymbas, D., Ed., Constitutive Modeling of Granular Materials, Springer Verlag, Berlin, Heidelberg, New York, 167-192. http://dx.doi.org/10.1007/978-3-642-57018-6_7
- Herle, I. and Gudehus, G. (1999) Determination of Parameters of a Hypoplastic Constitutive Model from Properties of Grain Assemblies. Mechanics of Cohesive-Frictional Materials, 4, 461-486. http://dx.doi.org/10.1002/(SICI)1099-1484(199909)4:5<461::AID-CFM71>3.0.CO;2-P
- Perng, A.T.H., Capart, H. and Chou, H.T. (2006) Granular Configurations, Motions, and Correlations in Slow Uniform Flows Driven by an Inclined Conveyor Belt. Granular Matter, 8, 5-17. http://dx.doi.org/10.1007/s10035-005-0213-2