Small Scale Modelling of Large Granular Systems in a Centrifuge
H.G.B. Allersma ()
Additional contact information
H.G.B. Allersma: University of Delft, Civil Engineering and Geosciences
A chapter in Traffic and Granular Flow ’03, 2005, pp 445-458 from Springer
Abstract:
Summery The behaviour of granular material is strongly dependent on the stress level, so that small scale tests simulating large granular systems are not reliable in many cases. The stress dependent behaviour, however, can be simulated by placing the small scale test in a centrifuge. Due to the artificial gravity the stresses gradient in the small model can be made similar as in the prototype, resulting in a realistic behaviour of the granular material. Almost all types of granular systems can be investigated by this testing technique.
Keywords: geotechnical centrifuge modelling; soil mechanics; granular material (search for similar items in EconPapers)
Date: 2005
References: Add references at CitEc
Citations:
There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-3-540-28091-0_45
Ordering information: This item can be ordered from
http://www.springer.com/9783540280910
DOI: 10.1007/3-540-28091-X_45
Access Statistics for this chapter
More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().