Xuanming Ding

Constitutive Modeling for Transparent Granular Soils

Model predictions for behaviors of sand-nonplastic-fines mixturesusing equivalent-skeleton void-ratio state index

Particle breakage and deformation of carbonate sands with wide range of densities during compression loading process

Liquefaction resistance of bio-cemented calcareous sand

Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive

Influence of Particle Breakage on Critical State Line of Rockfill Material