Abstract: Cemented carbonate (calcarenite) soils obtained from the North West Shelf of Australia were subjected to conventional and stress‐path triaxial tests. Natural calcarenite specimens were found to have wide variations of dry ...

Abstract: Naturally cemented materials often have inherent variabilities in density and degree of cementation. The influence of this variability on the properties of cemented materials is investigated by producing artificially ...

Abstract: The nonhomogeneous behavior of structured soils during triaxial tests has been studied using a finite element model based on the Structured Cam Clay constitutive model with Biot-type consolidation. The effect of inhomogeneities ...