Pretest 3D finite element analysis of the WIPP Intermediate Scale Borehole Test
Description
A three dimensional pretest finite element analysis of the Intermediate Scale Borehole Test has been performed. In the analysis, the 7.7 years simulation period includes the mining of Rooms C1 and C2, and the N1420 cross drift, at time zero; drilling of the borehole between the two rooms at 5.7 years; and 2 years of post-drilling response. An all salt configuration was used in the calculation. The 1984 Waste Isolation Pilot Plant (WIPP) reference elastic-secondary creep law, with reduced elastic moduli, was used to model the creeping response of the salt. Results show that after mining of the rooms and cross drift a relatively high von Mises stress state exists around the perimeter of the pillar. However, by 5.7 years, or immediately prior to drilling of the borehole, the pillar has relaxed to an almost uniform von Mises stress of about 7--8 MPa. After the borehole is drilled, a relatively high von Mises stress field is once again set up in the immediate vicinity of the hole. This drives the creep closure of the borehole. The hole closes more in the vertical direction than in the horizontal direction, resulting in ovalling of the hole. At the end of the simulation, the von Mises stress around the borehole is still higher than that in the remained of the pillar. Thus, the closure rates are relatively high at the end of the simulation time
Availability note (English)
MF available from INIS under the Report Number; OSTI as DE92007353; NTIS; INIS; US Govt. Printing Office Dep.
Files
Additional details
Publishing Information
- Imprint Pagination
- 75 p.
- Report number
- SAND--90-2055
INIS
- Country of Publication
- United States
- Country of Input or Organization
- United States
- INIS RN
- 23040468
- Subject category
- S12: MANAGEMENT OF RADIOACTIVE WASTES, AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; S58: GEOSCIENCES;
- Descriptors DEI
- BOREHOLES; COMPRESSIBILITY; COMPUTER GRAPHICS; COMPUTER-AIDED DESIGN; CREEP; DEFORMATION; ELASTICITY; FINITE ELEMENT METHOD; J CODES; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PHYSICAL PROPERTIES; ROCK DRILLING; SALT DEPOSITS; STRAINS; STRATIGRAPHY; STRESSES; WIPP
- Descriptors DEC
- CALCULATION METHODS; CAVITIES; COMPUTER CODES; DESIGN; DRILLING; FUNCTIONAL MODELS; GEOLOGIC DEPOSITS; MACHINING; MATERIALS DRILLING; MATHEMATICS; MECHANICAL PROPERTIES; NATIONAL ORGANIZATIONS; NUCLEAR FACILITIES; NUMERICAL SOLUTION; PILOT PLANTS; RADIOACTIVE WASTE FACILITIES; US DOE; US ORGANIZATIONS
Optional Information
- Contract/Grant/Project number
- Contract AC04-76DP00789
- Funding organization
- USDOE, Washington, DC (United States).