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Computed and measured responses of a thick-walled hollow cylinder of salt subjected to both homogeneous and inhomogeneous loading

Conference ·
OSTI ID:6208551
Closures and closure rates measured around excavations in the bedded salt formations at the Waste Isolation Pilot Plant (WIPP) were at least three times larger than initial predictions made with a references creep model for rock salt. Subsequent investigations uncovered a number of potential sources of error including questions about the constitutive behavior of salt in situ. In addition, controlled laboratory experiments on thick-walled hollow cylinders of salt, subjected to various combinations of axial load, internal pressure, external pressure, and temperature, were suggested as one expedient and cost-effective means of narrowing the existing uncertainties. Two recent tests on thick-walled cylinders of rock salt are discussed in this paper to explore the merits of this type of experiment and to address four concerns: (1) differences between behavior of salt core in the laboratory and behavior of salt masses in situ due to, e.g., hardening and damaging during sample extraction, (2) generalization of triaxial measurements to three dimensions requiring choices of stress measures and flow rules, (3) effects of inhomogeneous stress states with gradients as opposed to homogeneous stress fields, and (4) effects of pressure and moisture. 12 refs., 5 figs., 1 tab.
Research Organization:
Sandia National Labs., Albuquerque, NM (USA)
DOE Contract Number:
AC04-76DP00789
OSTI ID:
6208551
Report Number(s):
SAND-88-2744C; CONF-890628-7; ON: DE89006724
Country of Publication:
United States
Language:
English