The aim of this research was to provide values for
different material properties considered in either traditional or more
recent numerical silo design methods. Different samples of granular
agricultural materials commonly stored in silos were tested.
Common geotechnical devices have been used in order to make the
replications easier. Based on these experiments it was determined
that the different material properties were not affected by the test
velocity, except in the case of Poisson ratio. From a practical point
of view, the test velocity correlates well with the sliding velocity of
grain during discharge. The values obtained for material properties
considered in traditional silo design methods were similar to those
reported by other authors. No significant differences were observed
in the results obtained when using either the square shear box
or the circular shear cell. The same conclusion was reached when
comparing the results from direct shear tests with preconsolidated
and unconsolidated samples. This means that simplified devices
and procedures can be used in agricultural grains against other
products. Finally, a table with the recommended values for the different
parameters determined for each sample tested was provided
in this work.
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