2013
DOI: 10.2478/v10247-012-0084-9
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Mechanical properties of some granular agricultural materials used in silo design

Abstract: A b s t r a c t. 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. F… Show more

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Cited by 48 publications
(47 citation statements)
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“…In the case of wet starches, cohesion varied from approximately 0.65 kPa for potato starch to approximately 0.8 kPa for wheat starch. Cohesion of agricultural materials was widely analysed by Moya et al (2002Moya et al ( , 2006. The authors determined values of apparent cohesion by the direct shear test using square and circular shear cells.…”
Section: Resultsmentioning
confidence: 99%
“…In the case of wet starches, cohesion varied from approximately 0.65 kPa for potato starch to approximately 0.8 kPa for wheat starch. Cohesion of agricultural materials was widely analysed by Moya et al (2002Moya et al ( , 2006. The authors determined values of apparent cohesion by the direct shear test using square and circular shear cells.…”
Section: Resultsmentioning
confidence: 99%
“…Scientific knowledge regarding powder technology is still fragmentary, design of equipment relies on empirical concepts, and process control is largely based on experts know-how (Cuq et al, 2011;Moya et al, 2013;Stasiak et al, 2010). Predictable processing, assuring quality and reduction of losses of products, are still substantial issues.…”
Section: Introductionmentioning
confidence: 99%
“…MOYA et al (2013) applied the same loads used in this study to determine the Poisson's ratio for corn, lentils and wheat grains, where they concluded that the value of this property tend to decrease with the applied load increase, an opposite fact to the one observed in this study. In numerical terms, the authors found values ranging from 0.29 to 0.34, superior numbers to the ones showed here to bean and below the value of 0.4, recommended by the POLISH STANDARD -PN-89 / B-03262 (1989 ).…”
Section: Resultsmentioning
confidence: 61%
“…The  exp . showed, for the 5kN load, its highest value of 0.12, suffering a decrease with the increase of load, until it reaches the lowest value of 0.08, a trend that was already observed by MOYA et al (2013).…”
Section: Resultsmentioning
confidence: 66%
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