TECHNICAL PAPERS
Mar 1, 1996

Probabilistic Creep Analysis of Underground Structures in Salt

Publication: Journal of Engineering Mechanics
Volume 122, Issue 3

Abstract

A probabilistic creep analysis is made of an underground shaft in salt in support of performance-assessment activities of the Waste Isolation Pilot Plant (WIPP) Project. The finite-element method, coupled with an advanced reliability technique, is used to perform the analysis. Randomness due to uncertainties in creep properties is addressed. The results clearly demonstrate the utility of the advanced reliability approach in making complex underground probabilistic creep analyses.

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References

1.
Ang, A. H. -S., and Tang, W. H. (1975). Probability concepts in engineering planning and design, vol. 1, basic priciples . John Wiley and Sons, Inc., New York, N.Y.
2.
Callahan, G. D. (1994). SPECTROM-32: a finite element thermomechanical stress analysis program, version 4.06 . RSI-0531, RE/SPEC Inc., for Sandia National Laboratories, Albuquerque, N.M.
3.
Callahan, G. D., and K. L. Devries. (1991). “Analyses of backfilled transuranic waste.”Topical Rep. No. RSI-384, RE/SPEC Inc., Rapid City, S. Dak.
4.
Chan, K. S., Bodner, S. R., Fossum, A. F., and Munson, D. E.(1992). “A constitutive model for inelastic flow and damage evolution in solids under triaxial compression.”Mech. Mat., 14, 1–14.
5.
Chan, K. S., Brodsky, N. S., Fossum, A. F., Bodner, S. R., and Munson, D. E.(1994). “Damage-induced nonassociated inelastic flow in rock salt.”Int. J. Plasticity, 10(6), 623–642.
6.
Chen, X., and Lind, N. C.(1983). “A new algorithm for structural reliability estimation.”Struct. Safety, 1, 169–176.
7.
Fossum, A. F. (1992). Probabilistic method in Geomech ., 134.
8.
Fossum, A. F., Callahan, G. D., Van Sambeek, L. L., and Senseny, P. E. (1988). “Key questions in rock mechanics.”Proc., 29th Symp., Balkema, Rotterdam, The Netherlands, 35.
9.
Fossum, A. F., Senseny, P. E., and Thacker, B. H. (1991). “Input uncertainities and calculated borehole closure.”Proc., 32nd U.S. Symp. on Rock Mech., Norman, Okla., 987–994.
10.
Fossum, A. F., Pfeifle, T. W., Mellegard, K. D., and Munson, D. E. (1994). “Probability distributions for parameters of the Munson-Dawson salt creep model.”Proc., 1st North Am. Rock Mech. Symp., Austin, Tex., 715–722.
11.
Grigoriu, M.(1983). “Approximate analysis of complex reliability problems.”Struct. Safety, 1, 277–288.
12.
Harren, S. V., and Fossum, A. F.(1991). “Probabilistic analysis of an impulsively loaded deep-based structure.”Int. J. for Numer. and Anal. Methods in Geomech., 15, 513–526.
13.
Helton, J. C., Garner, J. W., McCurley, R. D., and Rudeen, D. K. (1991). “Sensitivity analysis techniques and results for performance assessment at the waste isolation pilot plant.”SAND90-7103, Sandia Nat. Lab., Albuquerque, N.M.
14.
Munson, D. E. (1979). “Preliminary deformation-mechanism map for salt (with application to WIPP).”SAND79-0076, Sandia Nat. Lab., Albuquerque, N.M.
15.
Munson, D. E., and Dawson, P. R. (1984). “Salt constitutive modeling using mechanism maps.”Proc., 1st Int. Conf. on the Mech. Behavior of Salt, University Park, Pa., 717–737.
16.
Munson, D. E., Fossum, A. F., and Senseny, P. E. (1989). “Approach to first principles model prediction of measured WIPP in situ room closure in salt.”Proc., 30th U.S. Symp. on Rock Mech., Morgantown, W. Va., 673–680.
17.
Munson, D. E., DeVries, K. L., Schiermeister, D. M., DeYonge, W. F., and Jones, R. L. (1992). “Measures and calculated closures of open and brine filled shafts and deep vertical boreholes in salt.”Proc., 33rd U.S. Symp. on Rock Mech., Santa Fe, N.M., 439–448.
18.
Rackwitz, R., and Fiessler, B.(1978). “Structural reliability under combined random load sequences.”Comp. and Struct., 9, 489–494.
19.
Roy, S., Fossum, A. F., and Dexter, R. J.(1992). “On the use of polar decomposition in the integration of hypoelastic constitutive laws.”Int. J. Engrg. Sci., 30, 119–133.
20.
Sjaardema, G. D., and Krieg, R. D. (1987). “A constitutive model for the consolidation of crushed salt and its use in analyses of backfilled shaft and drift configurations.”SAND87-1977, Sandia Nat. Lab., Albuquerque, N.M.
21.
Van Sambeek, L. L., Luo, D. D., Lin, M. S., Ostrowski, W., and Oyenuga, D. (1993). “Seal design alternative study.”SAND92-7340, Sandia Nat. Lab., Albuquerque, N.M.
22.
Wu, Y.-T.(1987). “Demonstration of a new, fast probability integration method for reliability analysis.”J. Engrg. for Industry, 109, 24–28.
23.
Wu, Y.-T., and Wirsching, P. H. (1989). “Advanced reliability methods for probabilistic structural analysis.”Proc., 5th Int. Conf. on Struct. Safety and Reliability, San Francisco, Calif.
24.
Wu, Y.-T., Burnside, O. H., and Cruse, T. A. (1989). “Probabilistic methods for structural response analysis.”Computational mechanics of probabilistic and reliability analysis, W. K. Liu and T. Belytschko, eds., Elmepress International, Lausanne, Switzerland.
25.
Wu, Y.-T., Torng, T. Y., and Khalessi, M. R. (1990). “A new iteration procedure for efficient structural reliability analysis.”1st Int. Symp. on Uncertainty Modeling and Anal.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 122Issue 3March 1996
Pages: 209 - 217

History

Published online: Mar 1, 1996
Published in print: Mar 1996

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Authors

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A. F. Fossum
Vice Pres. Mat. and Mech., RE/SPEC Inc., P.O. Box 725, Rapid City, SD 57709.
D. E. Munson
Sr. Member Tech. Staff, Sandia Nat. Lab., Albuquerque, NM 87185.

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