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Accordingly, the highest variation is observed for shear modulus, while the bulk modulus shows the smallest range of variation.
The significant difference between the upper and lower values of modulus shows the important role of aggregation/agglomeration of nanoparticles in the stiffness of nanocomposites.
The agreement between the predicted and the laboratory test results of the complex modulus shows the reliability of DEM for capturing the viscoelastic properties of asphalt mixtures.
The results indicate that small variations in the cellophane thickness represent the most impact on the tip-displacement response, and the effect of Young's modulus shows the least impact on model responses.
So, the "s" and "N" parameters induce the highest range of variation in Young's modulus, while the bulk modulus shows the smallest change among all moduli at the same conditions.
The shear modulus shows the high levels at the large "ν m " and small "E m." The maximum relative shear modulus of 1.27 is obtained by ν m = 0.48 and E m = 2 GPa.
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However, it is not easy to determine the characteristics of the elastic modulus using only its relationship with the pores because the compressive strength and elastic modulus show the same characteristic in relation to the porosity.
Analysis of the Wagner Weisz–Wheeler (WWW) modulus shows that the observed reaction rate is strongly influenced by internal mass-transfer resistances (WWW > 4) under most of the experimental conditions used.
The Young's modulus shows higher correlation with the facies changes.
We found that the storage modulus shows a gradual increase while the internal friction shows a gradual decrease with increasing aging time.
For the range of densities examined, the shear modulus shows a linear dependence on relative density, while the ultimate strength follows a non-linear power law.
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