All Stories

  1. Use of DEM and elastic stability analysis to explain the influence of the intermediate principal stress on shear strength
  2. Volumetric consequences of particle loss by grading entropy
  3. Particle loss and volume change on dissolution: experimental results and analysis of particle size and amount effects
  4. Quantifying stress-induced anisotropy using inter-void constrictions
  5. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions
  6. Quantifying the Evolution of Soil Fabric Under Different Stress Paths