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Cement, as well as the remaining constituents of self-compacting mortars, must be carefully selected, in order to obtain an adequate composition with a granular mix as compact as possible and a good performance in the fresh state (self-compacting effect) and the hardened state (mechanical and durability-related behavior).
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This leads to enhanced initial mixing rates in a manner consistent with spontaneous chaotic granular mixing.
This paper examines physical parameters of loose granular mixes and their empirical relations to the acoustic performance of these mixes.
Acoustic measurements performed on non-spherical granular mixtures with different states of consolidation suggest that their acoustic performance can be related to that measured in loose granular mixes.
A parametric study of the effect of initial loading, particle size, fill ratio, vessel speeds, on the granular mixing is investigated by experiments and numerical simulation.
DEM (Discrete Element Method) based numerical model was also developed to study the effect of granular mixing in a pan coater.
It has been shown that this classification is a useful characteristic for rapid evaluation of the acoustic performance of loose granular mixes.
Results show that the rules of mixtures (Voigt's model) can be used to predict all the studied properties of granular mixes (natural gravels + recycled gravels) except for the prediction of Micro-Deval index.
White and red non-pareils of 5 6 mesh size are loaded in the ellipsoid pan coater to check the effect of initial loading (side side and front back), fill level, orientation of the vessel and the vessel speed on granular mixing.
When emptying the device, de-mixing of this granular mixture can occur due to segregation produced by the flow.
In this study, dynamic properties of granular soils mixed with different percentages of granulated tire rubber are studied using a series of large-scale consolidated undrained cyclic triaxial tests.
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