Numerical estimation of the elastic properties of cemented granular materials with microstructure

Elastic properties in the constitutive equations have a key role in the description of granural materials. This paper attempts to give an estimation for the value of elastic shear modulus (G) and Young-modulus (E) through the numerical analysis of microstructure in case of regular internal arrangements. The numerical method applied in the experiments, the geometrical structural models, and finally the results on the calculation off and G will be introduced.