Healing of Fractures in Rock Salt

Authors

  • Kittitep Fuenkajorn Geomechanics Research Unit, Institute of Engineering, Suranaree University of Technology

Keywords:

Healing, rock salt, fracture, permeability

Abstract

Healing effectiveness of rock salt fractures as affected by the applied stresses, fracture characteristics, moisture content and time was investigated in the laboratory. The effort involved (1) fracture pressurization tests under uniaxial and radial loading, (2) gas flow permeability tests to monitor the time-dependent behavior of the salt fractures, and (3) point loading and diameter loading tests to assess the mechanical performance of the fractures after healing. Tension-induced fractures and fractures formed by saw-cut surfaces and by polished surfaces were prepared in salt specimens. Series of gas flow testing were performed to monitor the changes of the fracture permeability under quasi-static loading ranging from 0.7 to 20 MPa for up to 120 h. Healing tests under static loading were carried out under both dry and saturated conditions. The results suggest that the primary factors governing the healing of salt fractures are the origin and purity of the fractures, and the magnitude and duration of the fracture pressurization. Inclusions or impurities significantly reduce the healing effectiveness. The hydraulic conductivity of the fractures in pure salt can be reduced permanently by more than 4 orders of magnitude under the applied stress of 20 MPa for a relatively short period. For most cases the reduction of salt fracture permeability is due to the fracture closure which does not always lead to fracture healing. The closure involves visco-plastic deformation of the asperities on both sides of the salt fracture, while the healing is related to the covalent bonding between the two surfaces. Fracture roughness and brine saturation apparently have an insignificant impact on the healing process.

References

Allemandou, X., and Dusseault, M.B. (1993). Healing processes and transient creep of salt rock. In: Geotechnical Engineering of Hard Soils-Soft Rocks. Balkema Publishers, Rotterdam, Netherlands, p. 1,581-1,590.

ASTM D2938-79. (1979). Standard Test Method for Unconfined Compressive Strength of Intact Rock Core Specimens. In: Annual Book of ASTM Standards. American Society for Testing and Materials, Philadelphia, 04.08.

ASTM D3967-81. (1981). Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens. In: Annual Book of ASTM Standards. American Society for Testing and Materials, Philadelphia, 04.08.

ASTM D4543-85. (1985). Standard Practice for Preparing Rock Core Specimens and Determining Dimensional and Shape Tolerances. In: Annual Book of ASTM Standards. American Society for Testing and Materials, Philadelphia, 04.08.

ASTM D5731-95. (1995). Standard Test Method for Determination of The Point Load Strength Index of Rock. In: Annual Book of ASTM Standards. American Society for Testing and Materials, Philadelphia, 04.08.

Chan, K.S., Munson, D.E., Fossum, A.F., and Bodner, S.R. (1998). A constitutive model for representing coupled creep, fracture and healing in rock salt. Proceedings of the 4th Conference on the Mechanical Behavior of Salt; The Pennsylvania State University, June 17-18, 1996. Clausthal-Zellerfeld, Trans Tech Publications, Germany, p. 211-234.

Habib, P., and Berest, P. (1993). Rock mechanics for underground nuclear waste disposal in France. In: Comprehensive Rock Engineering. Hudson, J.A. (ed). Pergamon Press, Oxford, UK, (5):547-563.

Katz, D.L., and Lady, E.R. (1976). Compressed air storage for electric power generation. Dept. of Energy, Pacific Northwest, Richland, Washington.

Miao, S., Wang, M.L., and Schreyer, H.L. (1995). Constitutive models for healing of materials with application to compaction of crushed rock salt. J. of Engineering Mechanics. ASCE, 10(121):1,122-1,129.

Munson, D.E., Chan, K.S., and Fossum, A.F. (1999). Fracture and healing of rock salt related to salt caverns. SMRI Report, Spring Meeting, April 14-16, Las Vegas, Nevada. Solution Mining Research Institute, Encinitas, California.

Ouyang, S., and Daemen, J.J.K. (1989). Crushed salt consolidation. Technical Report NUREG/CR-5402, U.S. Nuclear Regulatory Commission, Washington, DC.

Renard, F. (1999). Pressure solution and crack healing and sealing. Institute of Geology and Department of Physics, Charles University, Prague; Summer school on: Geology related to nuclear waste disposal, July 5-11, Roztez, Czech Republic. University of Oslo, Norway.

Suwanich, P. (1986). Potash and rock salt in Thailand. Nonmetallic Minerals Bulletin No.2. Economic Geology Division, DMR, Bangkok, Thailand.

Warren, J. (1999). Evaporites: Their Evolution and Economics. Blackwell Science, Oxford, UK. 438 p.

Zeigler, T.W. (1976). Determination of rock mass permeability. Technical Report S-76-2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.

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Published

2026-08-27

How to Cite

Fuenkajorn, K. (2026). Healing of Fractures in Rock Salt. Suranaree Journal of Science and Technology, 13(4), 307–316. retrieved from https://ph04.tci-thaijo.org/index.php/SUJST/article/view/15965

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Research Article

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