INTRINSIC VARIABILITY OF THE MECHANICAL PROPERTIES OF MAHA SARAKHAM SALT

Authors

  • Kittitep Fuenkajorn Geomechanics Research Unit, Institute of Engineering Suranaree University of Technology, Muang Distict, Nakhon Ratchasima 30000 Thailand

Keywords:

Strength, rock salt, anhydrite, inclusion, elasticity, plasticity

Abstract

A series of laboratory mechanical tests were carried out to study the intrinsic variability of rock saltspecimens obtained from the Middle and Lower Salt members of the Maha Sarakham formation. Priorto the mechanical tests, the types and amount of inclusions were identified by visual examination andafter testing by X-ray diffraction and dissolution methods. The uniaxial compressive strength of thespecimens linearly increases linearly from 27 MPa to about 40 MPa as the anhydrite inclusionincreases from 0% (pure halite) to 100% (pure anhydrite). The combined stiffness between the saltand anhydrite also causes an increase of specimen elasticity from 22 GPa (pure salt) to as high as 36GPa (pure anhydrite). Tensile strengths increase with increasing anhydrite inclusion, particularlywhen the inclusion is beyond 60% by weight. Below this limit the anhydrite has an insignificantimpact on the specimen tensile strength. The tensile strength of salt crystals can be as high as 2 MPa,while that of the inter-crystalline boundaries is estimated as 1 MPa. The salt visco-plasticityincreases exponentially with crystal size as dislocation glide mechanisms becomes predominant forthe specimens comprising large crystals. Pure salt specimens with fine crystals are deformed mostlyby dislocation climb mechanisms, and hence reduce the specimen’s visco-plasticity.

References

Allemandou, X. and Dusseault, M.B. (1996).Procedures for cyclic creep testing of saltrock, results and discussions. Proceedingsof the 3rd Conference on the MechanicalBehavior of Salt; Clausthal-Zellerfeld:Trans Tech Publications, p. 207-218.

ASTM D2664. (1998). Standard test method fortriaxial compressive strength of undrainedrock core specimens without pore pressuremeasurements. Annual Book of ASTMStandards. American Society for Testingand Materials, Philadelphia, 04.08.ASTM D2938. (1998). Standard test method forunconfined compressive strength of intactrock core specimens. Annual Book ofASTM Standards. American Society forTesting and Materials, Philadelphia, 04.08.

ASTM D3967. (1998). Standard test method forsplitting tensile strength of intact rock corespecimens. Annual Book of ASTM Standards.American Society for Testing andMaterials, Philadelphia, 04.08.

ASTM D4405. (1998). Standard test method forcreep of cylindrical soft rock core specimensin uniaxial compressions. Annual Book ofASTM Standards. American Society forTesting and Materials, Philadelphia, 04.08.

ASTM D4543. (1998). Standard practice forpreparing rock core specimens and determiningdimensional and shape tolerances.Annual Book of ASTM Standards. AmericanSociety for Testing and Materials,Philadelphia, 04.08.

Aubertin, M. (1996). On the physical origin andmodeling of kinematics and isotropichardening of salt. Proceedings of the 3rdConference on the Mechanical Behaviorof Salt, Clausthal-Zellerfeld: Trans TechPublications, p. 1-18.

Brown, E.T. (1981). Rock CharacterizationTesting and Monitoring ISRM SuggestedMethods. 1st ed. Pergamon Press, Oxford,UK, 211p.

Boontongloan, C. (2000). Engineering propertiesof the evaporitic and clastic rocks of MahaSarakam Formation, Sakon Nakhonevaporite basin, [M.Sc. thesis]. School ofCivil Engineering, Geotechnical Engineering,Asian Institute of Technology, Thailand,p. 132.

Crosby, K.S. (2005). Overview of the geology andresources of the Udon Potash (sylvinite)deposits, Udon Thani province, Thailand.GEOINDO 2005; November, 28-30; KhonKaen, Thailand, p. 283-299.

Fokker, P.A. (1996). The micro-mechanics of creepin rock salt. Proceedings of the 4th Conferenceon the Mechanical Behavior of Salt;June, 17-18; Montreal, Canada. Clausthal-Zellerfeld: Trans Tech Publication, Germany,p. 49-61.

Franssen, R.C.M. (1996). Mechanical anisotropyof synthetic polycrystalline rock salt.Proceedings of the 4th Conference on theMechanical Behavior of Salt; June, 17-18;Montreal, Canada, p. 63-75.

Franssen, R.C.M. and Spiers, C.J. (1990). Deformationof polycrystalline salt in compressionand in shear at 250-350°C. DeformationMechanisms, Rheology and Tectonics,Geological Society Special Publication,45:201-213.

Fuenkajorn, K. (2002). Design guideline for saltsolution mining in Thailand. Research andDevelopment J, 13(1):1-8.

Fuenkajorn, K. and Daemen, J.J.K. (1988).Boreholes closure in salt. Technical Reportprepared for the U.S. Nuclear RegulatoryCommission, Report No. NUREG/CR-5243 RW. University of Arizona.

Fuenkajorn, K. and Jandakaew, M. (2003).Compressed-air energy storage in saltdome at Borabu district, Thailand:Geotechnical Aspects. Proceedings of the30-80th Symposium on EngineeringGeology and Geotechnical Engineering;March, 2003; University of Reno, Nevada,p. 377-391.

Fuenkajorn, K. and Klayvimut, K. (2004).Geomechanical performance of saltformation for nuclear waste repository inThailand. Proceedings of the 9th AustraliaNew Zealand Conference on Geomechanics;February, 2004, p. 604-611.

Fuenkajorn, K. and Serata, S. (1994). Dilationinducedpermeability increase aroundcaverns in rock salt. Proceeding of the 1stNorth American Rock Mechanics Symposium;June 1-3, Rotterdam: A.A. Balkema,p. 648-656.

Fuenkajorn, K. and Wetchasat, K. (2001). Rocksalt formations as potential nuclear wasterepository. The 6th Mining, Metallurgicaland Petroleum Engineering Conference:Resources Exploration and Utilizationfor Sustainable Environment (REUSE);October, 24-26, 2001; Bangkok, Thailand.

Fuenkajorn, K., Phueakphum, D., and Jandakaew,M. (2003). Healing of rock salt fractures.Proceedings of the 30-80th Symposium onEngineering Geology and GeotechnicalEngineering; March, 2003; University ofReno, Nevada, p. 393-408.

Handin, J., Russell, J.E., and Carter, N.L. (1984).Transient Creep of Repository Rocks.Final Report: Mechanistic Creep Laws forRock Salts, BMI/ONWI-550, Prepared byTexas A & M research Foundation forOffice of Nuclear Waste Isolation. Columbus,OH: Battelled Memorial Institute.

Hansen, F.D. and Gnirk, P.F. (1975). Designaspects of the Alpha Repository: III.Uniaxial quasi-static and creep propertiesof the site rock. Technical memorandumreport RSI-0029. RE/SPEC, Inc., RapidCity, SD (USA).

Hardy, H.R. (1996). Application of the Kaisereffect for the evaluation of old in-situ stressin salt. Proceedings of the 3rd Conferenceon the Mechanical Behavior of Rock Salt,Clausthal-Zellerfeld: Trans Tech Publications,p. 85-100.

Jandakaew, M. (2003). Experimental assessmentof stress path effects on rock salt deformation,[M.Sc. thesis]. School of Geotechnology,Institute of Engineering, SuranareeUniversity of Technology, Thailand, p. 139.

Japan International Cooperation Agency. (1981).Evaluation study report for ASEAN rocksalt-soda ash project in the Kingdom ofThailand, Tokyo, Japan, p. 160.

Klayvimut, K. (2003). Mechanical performanceof underground excavation in rock saltformation for nuclear waste repository innortheastern Thailand, [M.Sc. Thesis].School of Geotechnology, Institute ofEngineering, Suranaree University ofTechnology, Thailand, p. 191.

Langer, M. (1984). The rheological behaviourof rock salt. Proceedings of the 1st Conferenceon the Mechanical Behavior of Salt,Clausthal-Zellerfeld: Trans Tech Publications,p. 201-240.

Mirza, U.A. (1984). Prediction of creep deformationsin rock salt pillars. Proceedings ofthe 1st Conference on the MechanicalBehavior of Salt, Clausthal-Zellerfeld:Trans Tech Publications, p. 311-337.

Mirza, U.A., Potts, E.L.J., and Szeki, A. (1980).Influence of Volume on Creep Behavior ofRock Salt Pillars. In Coogan, A.H. andHauber, L. (eds.). Proceedings of the 5thInternational Symposium on Salt, Cleveland,Ohio: The Northern Ohio GeologicalSociety, p. 379-392.

Phueakphum, D. (2003). Compressed-air energystorage in rock salt of the Maha SarakhamFormation, [M.Sc. thesis]. School ofGeotechnology, Institute of Engineering,Suranaree University of Technology,Thailand, p. 293.

Plookphol, T. (1987). Engineering propertiesof the evaporite in the Khorat Plateau,[M.Sc. thesis]. School of Civil Engineering,Geotechnical and TransportationEngineering, Asian Institute of Technology,Thailand, p. 129.

Raj, S.V. and Pharr, G.M. (1992). Effect oftemperature on the formation of creepsubstructure in sodium chloride singlecrystal. American Ceramic Society, 75(2):347-352.

Sattayarak, N. and Ponjun, T. (1990). Rock salt inKhorat Plateau (in Thai). Proceedings ofthe Conference on Geology and MineralResources of Thailand; August, 16-17,1990; Department of Mineral Resources,Bangkok, Thailand, p. 1-14.

Senseny, P.E. (1984). Specimen size and historyeffects on creep of salt. Proceedings of the1st Conference on the Mechanics Behaviorof Salt, Clausthal-Zellerfeld: Trans TechPublications, p. 369-379.

Senseny, P.E., Handin, J.W., Hansen, F.D., andRussell, J.E. (1992). Mechanical behaviorof rock salt: phenomenology and micromechanisms.Int J Rock Mech Min Sci,29(4):363-37.

Stormont, J.C. and Fuenkajorn, K. (1994).Dilation-induced permeability changesin rock salt. Proceedings of the 8th InternationalConference on Computer Methodsand Advances in Geomechanics; May1994; Morgantown, West Virginia, USA,p. 1,296-1,273.

Suwanich, P. (1978). Potash in northeastern ofThailand (in Thai). Economic GeologyDocument No. 22. Bangkok: EconomicGeology Division, Department of MineralResources, Bangkok, Thailand, 302p.

Suwanich, P. (1986). Potash and rock salt inThailand. Nonmetallic Mineral Bulletin.No. 2. Economic Geology Division, Departmentof Mineral Resources, Bangkok,Thailand, 339p.

Vattanasak, H. (2006). Salt reserve estimation forsolution mining in the Khorat basin. [M.Sc.thesis]. School of Geotechnology, Instituteof Engineering, Suranaree University ofTechnology, Thailand, p. 190.

Wanten, P.H., Spiers, C.J., and Peach, C.J. (1996).Deformation of NaCl single crystals at0.27Tm < T < 0.44Tm. Proceedings of the3rd Conference on the MechanicalBehavior of Salt, Clausthal-Zellerfeld:Trans Tech Publications, p. 117-128.

Warren, J. (1999). Evaporites: Their Evolutionand Economics. 1st ed. Blackwell Science,Oxford, UK, 438p.

Wetchasat, K. (2002). Assessment of mechanicalperformance of rock salt formations fornuclear waste repository in northeasternThailand, [M.Sc. thesis]. School ofGeotechnology, Suranaree University ofTechnology, Thailand, p. 179.

Downloads

Published

2026-08-27

How to Cite

Fuenkajorn, K. (2026). INTRINSIC VARIABILITY OF THE MECHANICAL PROPERTIES OF MAHA SARAKHAM SALT. Suranaree Journal of Science and Technology, 15(1), 33–48. retrieved from https://ph04.tci-thaijo.org/index.php/SUJST/article/view/13386

Issue

Section

Research Article