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Numerical Simulation of Bentonite Extrusion Through a Narrow Planar Space

Published online by Cambridge University Press:  10 February 2011

Joonhong Ahn
Affiliation:
Department of Nuclear Engineering, University of California, Berkeley, California 94720-1730, ahn@nuc.berkeley.edu
Paul L. Chambré
Affiliation:
Department of Nuclear Engineering, University of California, Berkeley, California 94720-1730
Jerome Verbeke
Affiliation:
Department of Nuclear Engineering, University of California, Berkeley, California 94720-1730
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Abstract

A mathematical model for bentonite expansion through a narrow planar space has been developed based on Terzaghi's theory for clay deformation due to water intrusion. The bentonite expands in a radial direction through a horizontal planar gap, with a constant aperture, filled with water. The permeability and the compressibility of the bentonite are assumed functions of its void ratio. The resulting governing equation is a non-linear diffusion-like equation with void-ratio-dependent coefficients. Numerical solutions for the space-time-dependent void ratio in the expanding bentonite are obtained by applying the Finite Element Method. The finite element solution is combined with a predictor-corrector scheme for evaluations of the void ratio distribution and the location of the moving bentonite-tip boundary. A computer code has been developed for the numerical solutions. The numerical scheme is supported by comparing the results with an analytical solution.

Type
Research Article
Copyright
Copyright © Materials Research Society 2000

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References

REFERENCES

[1] Terzaghi, K., Erdbaumechanik auf bodenphysikalischer Grundlage, Leipzig und Wien, Deuticke, F., 1925.Google Scholar
[2] Narashimhan, T. N. and Witherspoon, P. A., Numerical Model for Saturated-Unsaturated Flow in Deformable Porous Media 1. Theory, Water Resources Research, 13(3) 657664, 1977.Google Scholar
[3] Terzaghi, K., Peck, R. B., and Mesri, G., Soil Mechanics in Engineering Practice, 3rd ed., Wiley-Interscience, 1996.Google Scholar
[4] Pressm, W. H. Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T., Numerical Recipes, The Art of Scientific Computing, Cambridge University Press, 1986 Google Scholar
[5] Gresho, P. M., Lee, R.L., Sani, R.L., Recent Advances in Numerical Methods in Fluids, Pineridge Press, 1980.Google Scholar
[6] Power Reactor and Nuclear Fuel Development Corporation, Technical Report on Research and Development for Geological Disposal of High-Level Radioactive Wastes, PNC TN 1410 92-08, 1992.Google Scholar
[7] Carlslaw, H. S. and Jaeger, J. C., Conduction of Heat in Solids, 2nd Ed., Oxford University Press, 1959.Google Scholar
[8] Power Reactor and Nuclear Fuel Development Corporation, Evaluation of Extrusion of Bentonite Buffer (I), PNC TN8410 97-313, 1997.Google Scholar