An analytical model which represents the behaviour of a reinforced rock mass near a circular underground opening in a homogeneous, uniform stress field has been developed. The theory adopts the concepts ofelastoplasticity and considers a proper interaction mechanism between the ground and the groute
Analytical Models for the Design of the LAPLAS Experiment
✍ Scribed by A. R. Piriz; N. A. Tahir; J. J. López Cela; O. D. Cortázar; M. C. Serna Moreno; M. Temporal; D. H. H. Hoffmann
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 304 KB
- Volume
- 47
- Category
- Article
- ISSN
- 0005-8025
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✦ Synopsis
Abstract
We review the theoretical activity at the University of Castilla‐LaMancha directed to the design of the LAPLAS (Laboratory of Planetary Sciences) experiment in the framework of the HEDgeHOB international collaboration. We have developed analytical models for the different phases of LAPLAS, including models for the implosion of the cylindrical shell target, for the generation of an annular focal spot by means of a high‐frequency wobbler system and for the hydrodynamic instabilities that could affect the performance of the target implosion. These models have been complemented with one and two‐dimensional numerical simulations and such a combination have allowed us to have a powerful tool available for the design of the experiments as well as for the interpretation of their results. (© 2007 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)
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