Coarse-Grained Molecular Dynamics Approach to Simulating Clay Behavior

AbstractA unique simulation was developed within the large-scale atomic/molecular massively parallel simulator (LAMMPS) open source molecular dynamics environment to model kaolinite clay during one-dimensional consolidation. The simulation was composed of a coarse-grained representation of the mineral with long-range and short-range interaction potentials. Additionally, the simulation allows for the edge-to-edge and edge-to-face attractions to develop through use of two subparticle types. Periodic simulation boundaries were created and thus allowed for consolidation to proceed without any wall effects distorting the resulting fabric. By following the parallel processing paradigm of the LAMMPS code, the number of particles simulated was limited only by the hardware on which the simulation was run. The results of the simulation showed remarkable consistency with previous published studies over all the void ratios explored and the transition from overconsolidated to normally consolidated behavior was capture...

[1]  A. Anandarajah,et al.  Microstructural Investigation of Soil Suction and Hysteresis of Fine-Grained Soils , 2012 .

[2]  A. Anandarajah,et al.  Double-Layer Repulsive Force between Two Inclined Platy Particles According to the Gouy-Chapman Theory , 1994 .

[3]  Jan D. Miller,et al.  Particle interactions in kaolinite suspensions and corresponding aggregate structures. , 2011, Journal of colloid and interface science.

[4]  A. Anandarajah,et al.  Pore Fluid Properties and Compressibility of Kaolinite , 2000 .

[5]  S. Burns,et al.  Molecular dynamics simulation of secondary sorption behavior of montmorillonite modified by single chain quaternary ammonium cations. , 2012, Environmental science & technology.

[6]  I. Neretnieks,et al.  Homo-interaction between parallel plates at constant charge , 2008 .

[7]  G. Grest,et al.  Granular flow down an inclined plane: Bagnold scaling and rheology. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[8]  S. Burns,et al.  Microstructure of single chain quaternary ammonium cations intercalated into montmorillonite: a molecular dynamics study. , 2012, Langmuir : the ACS journal of surfaces and colloids.

[9]  Ning Lu,et al.  A discrete element model for kaolinite aggregate formation during sedimentation , 2008 .

[10]  Steve Plimpton,et al.  Fast parallel algorithms for short-range molecular dynamics , 1993 .

[11]  Jan D. Miller,et al.  Surface force measurements at the basal planes of ordered kaolinite particles. , 2010, Journal of colloid and interface science.

[12]  C. O’Sullivan Particulate Discrete Element Modelling: A Geomechanics Perspective , 2011 .

[13]  A. Anandarajah NUMERICAL SIMULATION OF ONE-DIMENSIONAL BEHAVIOUR OF A KAOLINITE , 2000 .

[14]  H. Casimir,et al.  The Influence of Retardation on the London-van der Waals Forces , 1948 .

[15]  Frédéric Cazals,et al.  Computing the volume of a union of balls: A certified algorithm , 2011, TOMS.

[16]  Charles C. Ladd,et al.  Fabric of Consolidated Kaolinite , 1975 .

[17]  Masanobu Oda,et al.  Yield Function for Soil with Anisotropic Fabric , 1989 .

[18]  A. Anandarajah,et al.  Three-Dimensional Discrete Element Method of Analysis of Clays , 2003 .

[19]  M. Satake,et al.  Fabric tensor in granular materials , 1982 .

[20]  A. Whittle,et al.  Mesoscale properties of clay aggregates from potential of mean force representation of interactions between nanoplatelets , 2014 .

[21]  T. Schneider,et al.  Molecular-dynamics study of a three-dimensional one-component model for distortive phase transitions , 1978 .

[22]  A. Whittle,et al.  Nanoscale elastic properties of montmorillonite upon water adsorption. , 2012, Langmuir : the ACS journal of surfaces and colloids.

[23]  Longcheng Liu Prediction of swelling pressures of different types of bentonite in dilute solutions , 2013 .