Study of the Fundamentals of Expansive Clays through Discrete Element Modeling
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
The double-layer and inter-layer forces are generally considered to be responsible for the expansion of swelling clay minerals upon water saturation. However, the validity of these assumptions has not been quantitatively verified in the past. Focusing on the double-layer repulsive force, in the present paper, the factors influencing swelling of montmorillonite are studied using the discrete element method (DEM). Numerical specimens of dry clay powders, one-dimensionally compressed to the desired void ratio, are flooded with an electrolyte (salt-water) of known properties and the ensuing swelling pressure is monitored under constant volume condition. A systematic series of numerical simulations is carried out to examine the importance of cation exchange capacity and Hamaker constant on the swelling of clays. The numerically predicted constant-volume swelling pressure values are verified with laboratory experimental data. It is shown that the double-layer repulsion alone can quantitatively account for the observed swelling pressure for the range of void ratios considered (0.7 to 2.0).
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© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Clays
- Continuum mechanics
- Discrete element method
- Dynamic pressure
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Expansive soils
- Fine-grained soils
- Geomechanics
- Geotechnical engineering
- Methodology (by type)
- Numerical methods
- Pressure (type)
- Research methods (by type)
- Saturated soils
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil pressure
- Soil properties
- Soil water
- Soils (by type)
- Solid mechanics
- Verification
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