In a clay-water-electrolyte system, each particle is under the influence of
van der Waals attraction, electrical double-layer repulsion, Born's repuls
ion, hydrodynamic viscous drag, and gravity. This study investigates the ro
le of microscopic forces in the volumetric behavior of clay sediments. The
microscopic forces are implemented in a 2D discrete element method (DEM) fr
amework that uses spheres to represent clay particles. The model is validat
ed with two well-defined problems: (1) an analytical estimation of force-eq
uilibrium for the system of colloidal particles; and (2) the theoretical se
ttling velocity of spherical particles according to Stokes' law. An experim
ental program is developed to measure the free swell of Georgia kaolinite,
Na-montmorillonite, and Ca-montmorillonite. The experimental results are us
ed to validate the DEM framework in its ability to correctly model the volu
metric strains inherent to clay sediments. A good agreement between the mod
el prediction and the experimental data is obtained, suggesting that the DE
M can be used to predict large volumetric strains for clay sediments. It is
also shown, through numerical simulations, that ionic strength of the pore
fluid is an important controlling factor for volumetric strain. For low io
nic strength, montmorillonite can experience a void ratio increase up to 2.
0 compared with high ionic strengths. For ionic strength ranging from 0.001
to 2.0, changes in void ratio for montmorillonite are higher than kaolinit
e by a factor of two.