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Centrifuge scaling considerations for fluid-particle systems

Tan, T.- S. and Scott, R. F. (1985) Centrifuge scaling considerations for fluid-particle systems. Géotecnique, 35 (4). pp. 461-470. ISSN 0016-8505. doi:10.1680/geot.1985.35.4.461.

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Two simulations are involved when a centrifuge is used to test models. First, the behaviour of the model in a uniform ng field is assumed to be similar to that of the prototype. Then the centrifuge is assumed to produce an equivalent ng gravitational field. For most static problems, the centrifuge does produce an equivalent ng gravitational field, but for some dynamic problems involving saturated soil these assumptions can break down. When the soil particles and fluid are moving relative to one another, the behaviour in the ng field is not similar to that in the 1g field unless the Reynolds number in both conditions is less than unity. Since this is a special circumstance, the centrifugal behaviour is not similar to that of the prototype in most cases. To illustrate this, the similarity requirements are examined for a single particle moving in a fluid. If different fluids are used in the model and prototype, then the difference in densities must also be accounted for.

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Additional Information:© 1985 Thomas Telford Ltd. The Authors thank Professor Kimura and Dr Kusakabe of Tokyo Institute of Technology for providing them with a photograph of the flight path of sand particles. A portion of this work was funded by National Science Foundation grant CEE 8219068.
Funding AgencyGrant Number
NSFCEE 8219068
Subject Keywords:liquefaction; dimensional analysis; sands; centrifuge modelling
Issue or Number:4
Record Number:CaltechAUTHORS:20141104-065255261
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Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:51209
Deposited By: Ruth Sustaita
Deposited On:04 Nov 2014 18:01
Last Modified:10 Nov 2021 19:07

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