Now showing items 1-2 of 2
A volume-mass constitutive model for unsaturated soils
Many geotechnical engineering problems involve combining two or more independent physical processes as a ‘coupled’ solution of seepage, volume change and shear strength. For any physical process being modeled, it is desirous ...
The influence of the microstructural shape on the mechanical behaviour of interpenetrating phase composites
The microstructure-property relationship for interpenetrating phase composites (IPCs) is currently poorly understood. In an attempt to improve this understanding this study focused on one particular part of this relationship: ...