Numerical Particle-Scale Study of Swelling Pressure in Clays

Engineering

• Chemical Potential 100%
• Disjoining Pressure 100%
• Pore Fluid 50%
• Micropore 50%
• Double Layer 50%
• Deformation Response 50%
• External Loading 50%
• Potential Distribution 50%
• Electrical Potential 50%
• Micromechanical Finite Element Model 50%
• Nernst-Planck Equation 50%
• Maxwell Stress 50%
• Clay Soil 50%
• Effective Stress 50%
• Potential Gradient 50%

Earth and Planetary Sciences

• Clay Soil 100%
• Potential Gradient 100%