Stability evaluation of the Markel Mine at Weeks Island, Louisiana
A three dimensional (3D) finite element analysis of the Markel Mine located on Weeks Island was performed to: (1) evaluate the stability of the mine and (2) determine the effect of mine failure on the nearby Morton Salt mine and SPR facilities. The first part of the stability evaluation investigates the effect of pillar failure on mine stability. These simulations revealed that tensile stresses and dilatant damage develop in the overlying salt as a result of pillar loss. These tensile stresses extend to the salt/overburden interface only for the case where all 45 of the pillars are assumed to fail. Tensile stresses would likely cause microfracturing of the salt, resulting in a flow path for groundwater from the overlying aquifer to enter the mine. The dilatant damage bridges between the mine and the overburden in the case where 15 or more pillars are removed from the model. Dilatant damage is attributed to microfracturing or changes in the pore structure of the salt and could also result in a flow path for groundwater to enter the mine. The second part of the Markel Mine evaluation investigates the stability of the pillars with respect to three failure mechanisms: tensile failure, compressive failure, and creep rupture. A 3D slabbing pillar model of the Markel mine was developed to investigate progressive failure of the pillars and the effect of slabbing on mine stability. Based on a strain-limiting creep rupture criterion, pillar failure is predicted to be extensive at present. The associated loss of pillar strength should be equivalent to removing all pillars from the model as was done in the first part of this stability analysis, resulting in the possibility of ground water intrusion. Since creep rupture is not a well understood phenomenon, further development and validation of this criterion is recommended.
- Research Organization:
- Sandia National Labs., Albuquerque, NM (United States)
- Sponsoring Organization:
- USDOE, Washington, DC (United States)
- DOE Contract Number:
- AC04-94AL85000
- OSTI ID:
- 10170997
- Report Number(s):
- SAND--93-4031; ON: DE94016146; BR: GB0103012
- Country of Publication:
- United States
- Language:
- English
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Related Subjects
022000
42 ENGINEERING
422000
COMPRESSION STRENGTH
CREEP
FAILURES
FINITE ELEMENT METHOD
LOUISIANA
MATHEMATICAL MODELS
MECHANICAL PROPERTIES
MINES
MINING AND UNDERGROUND ENGINEERING
ROOM AND PILLAR MINING
SALT DEPOSITS
STABILITY
STRATEGIC PETROLEUM RESERVE
SUPPORT PILLARS
TENSILE PROPERTIES
THEORETICAL DATA
THREE-DIMENSIONAL CALCULATIONS
TRANSPORT, HANDLING, AND STORAGE