Skip to main content
Top
Published in: Rock Mechanics and Rock Engineering 8/2017

20-04-2017 | Original Paper

Investigation on the Permeability Evolution of Gypsum Interlayer Under High Temperature and Triaxial Pressure

Authors: Meng Tao, You Yechao, Chen Jie, Hu Yaoqing

Published in: Rock Mechanics and Rock Engineering | Issue 8/2017

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The permeability of the surrounding rock is a critical parameter for the designing and assessment of radioactive waste disposal repositories in the rock salt. Generally, in the locations that are chosen for radioactive waste storage, the bedded rock salt is a sedimentary rock that contains NaCl and Na2SO4. Most likely, there are also layers of gypsum \(( {\text{CaSO}}_{ 4} \cdot 2 {\text{H}}_{ 2} {\text{O)}}\) present in the salt deposit. Radioactive wastes emit a large amount of heat and hydrogen during the process of disposal, which may result in thermal damage of the surrounding rocks and cause a great change in their permeability and tightness. Therefore, it is necessary to investigate the permeability evolution of the gypsum interlayer under high temperature and high pressure in order to evaluate the tightness and security of the nuclear waste repositories in bedded rock salt. In this study, a self-designed rock triaxial testing system by which high temperature and pressure can be applied is used; the μCT225kVFCB micro-CT system is also employed to investigate the permeability and microstructure of gypsum specimens under a constant hydrostatic pressure of 25 MPa, an increasing temperature (ranging from 20 to 650 °C), and a variable inlet gas pressure (1, 2, 4, 6 MPa). The experimental results show: (a) the maximum permeability measured during the whole experiment is less than 10−17 m2, which indicates that the gypsum interlayer has low permeability under high temperature and pressure that meet the requirements for radioactive waste repository. (b) Under the same temperature, the permeability of the gypsum specimen decreases at the beginning and then increases as the pore pressure elevates. When the inlet gas pressure is between 0 and 2 MPa, the Klinkenberg effect is very pronounced. Then, as the pore pressure increases, the movement behavior of gas molecules gradually changes from free motion to forced directional motion. So the role of free movement of gas molecules gradually reduced, which eventually leads to a decrease in permeability. When the inlet gas pressure is between 2 and 6 MPa, the Klinkenberg effect dribbles away, and the gas flow gradually obeys to the Darcy’s law. Hence, the permeability increased with the increase in inlet gas pressure. (c) The curve of permeability versus temperature is divided into five stages based on its gradient. In the temperature range of 20–100 °C, the permeability of gypsum decreased slowly when the temperature decreased. From 100 to 200 °C, the permeability of gypsum increased dramatically when the temperature increased. However, a dramatic increase in permeability was observed from 200 to 450 °C. Subsequently, in the temperature range of 450–550 °C, due to closure of pores and fractures, the permeability of the specimens slowly lessened when the temperature increased. From 550 to 650 °C, the permeability of gypsum slightly increased when the temperature increased; (d) the micro-cracks and porosity obtained from the CT images show a high degree of consistency to the permeability evolution; (e) when compared to the permeability evolutions of sandstone, granite, and lignite, gypsum exhibits a stable evolution trend of permeability and has a much greater threshold temperature when its permeability increases sharply. The results of the paper may provide essential and valuable references for the design and construction of high-level radioactive wastes repository in bedded salt rock containing gypsum interlayers.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Alkan H (2009) Percolation model for dilatancy-induced permeability of the excavation damaged zone in rock salt. Int J Rock Mech Min Sci 46:716–724CrossRef Alkan H (2009) Percolation model for dilatancy-induced permeability of the excavation damaged zone in rock salt. Int J Rock Mech Min Sci 46:716–724CrossRef
go back to reference Billiotte J, Yang D, Su K (2008) Experimental study on gas permeability of mudstones. Phy Chem Earth 33(S1):S231–S236CrossRef Billiotte J, Yang D, Su K (2008) Experimental study on gas permeability of mudstones. Phy Chem Earth 33(S1):S231–S236CrossRef
go back to reference Chen J, Ren S, Yang CH, Jiang DY, Li L (2013) Self-healing characteristics of damaged rock salt under different healing conditions. Materials 6:3438–3450CrossRef Chen J, Ren S, Yang CH, Jiang DY, Li L (2013) Self-healing characteristics of damaged rock salt under different healing conditions. Materials 6:3438–3450CrossRef
go back to reference Cosenza P, Ghoreychi M, Bazargan-Sabet B, Marsily GD (1999) In situ rock salt permeability measurement for long term safety assessment of storage. Int J Rock Mech Min 36(4):509–526 Cosenza P, Ghoreychi M, Bazargan-Sabet B, Marsily GD (1999) In situ rock salt permeability measurement for long term safety assessment of storage. Int J Rock Mech Min 36(4):509–526
go back to reference Evans DJ (2009) A Review of underground fuel storage events and putting risk into perspective with other areas of the energy supply chain. Geol Soc Spec Publ Lond 313(1):173–216CrossRef Evans DJ (2009) A Review of underground fuel storage events and putting risk into perspective with other areas of the energy supply chain. Geol Soc Spec Publ Lond 313(1):173–216CrossRef
go back to reference Firouzi M, Alnoaimi K, Kovscek A, Wilcox J (2004) Klinkenberg effect on predicting and measuring helium permeability in gas shales. Int J Coal Geol 123(2):62–68 Firouzi M, Alnoaimi K, Kovscek A, Wilcox J (2004) Klinkenberg effect on predicting and measuring helium permeability in gas shales. Int J Coal Geol 123(2):62–68
go back to reference Gan Q, Elsworth DA (2016) continuum model for coupled stress and fluid flow in discrete fracture networks. Geomech Geophys Geo-Energy Geo-Resour 2(1):43–61CrossRef Gan Q, Elsworth DA (2016) continuum model for coupled stress and fluid flow in discrete fracture networks. Geomech Geophys Geo-Energy Geo-Resour 2(1):43–61CrossRef
go back to reference Garing C, Gouze P, Kassab M, Riva M, Guadagnini A (2015) Anti-correlated porosity–permeability changes during the dissolution of carbonate rocks: experimental evidences evidences and modeling. Transp Porous Med 107(2):595–621CrossRef Garing C, Gouze P, Kassab M, Riva M, Guadagnini A (2015) Anti-correlated porosity–permeability changes during the dissolution of carbonate rocks: experimental evidences evidences and modeling. Transp Porous Med 107(2):595–621CrossRef
go back to reference Hao TS, Liang WG (2016) A new improved failure criterion for salt rock based on energy method. Rock Mech Rock Eng 49(5):1721–1731CrossRef Hao TS, Liang WG (2016) A new improved failure criterion for salt rock based on energy method. Rock Mech Rock Eng 49(5):1721–1731CrossRef
go back to reference Indraratna B, Ranjith PG, Gale W (1999) Single phase water flow through rock fractures. Geotech Geol Eng 17(3–4):211–240CrossRef Indraratna B, Ranjith PG, Gale W (1999) Single phase water flow through rock fractures. Geotech Geol Eng 17(3–4):211–240CrossRef
go back to reference Jsainge D, Ranjith PG, Choi SK (2011) Effects of effective stress changes on permeability of Latrobe Valleybrown coal. Fuel 90(3):1292–1300CrossRef Jsainge D, Ranjith PG, Choi SK (2011) Effects of effective stress changes on permeability of Latrobe Valleybrown coal. Fuel 90(3):1292–1300CrossRef
go back to reference Li YP, Liu W, Yang CH, Daemen JJK (2014) Experimental investigation of mechanical behavior of bedded rock salt containing inclined interlayer. Int J Rock Mech Min Sci 69(3):39–49 Li YP, Liu W, Yang CH, Daemen JJK (2014) Experimental investigation of mechanical behavior of bedded rock salt containing inclined interlayer. Int J Rock Mech Min Sci 69(3):39–49
go back to reference Liang WG, Xu SG, Zhao YS (2006) Experimental study of temperature effects on physical and mechanical characteristics of salt rock. Rock Mech Rock Eng 39(5):469–482CrossRef Liang WG, Xu SG, Zhao YS (2006) Experimental study of temperature effects on physical and mechanical characteristics of salt rock. Rock Mech Rock Eng 39(5):469–482CrossRef
go back to reference Liu W, Li YP, Yang CH, Daemen JJK, Yang Y, Zhang GM (2015) Permeability characteristics of mudstone cap rock and interlayers in bedded salt formations and tightness assessment for underground gas storage caverns. Eng Geol 193:212–223CrossRef Liu W, Li YP, Yang CH, Daemen JJK, Yang Y, Zhang GM (2015) Permeability characteristics of mudstone cap rock and interlayers in bedded salt formations and tightness assessment for underground gas storage caverns. Eng Geol 193:212–223CrossRef
go back to reference Liu W, Chen J, Jiang DY, Shi XL, Li YP, Daemen JJK (2016) Tightness and suitability evaluation of abandoned salt caverns served as hydrocarbon energies storage under adverse geological conditions (AGC). Appl Energy 178:703–720CrossRef Liu W, Chen J, Jiang DY, Shi XL, Li YP, Daemen JJK (2016) Tightness and suitability evaluation of abandoned salt caverns served as hydrocarbon energies storage under adverse geological conditions (AGC). Appl Energy 178:703–720CrossRef
go back to reference Meng T, Hu Y, Fang R (2015) Study of fracture toughness and weakening mechanisms in gypsum interlayers in corrosive environments. J Natur Gas Sci Eng 26:356–366CrossRef Meng T, Hu Y, Fang R (2015) Study of fracture toughness and weakening mechanisms in gypsum interlayers in corrosive environments. J Natur Gas Sci Eng 26:356–366CrossRef
go back to reference Meng T, Hu Y, Fang R (2016) Weakening mechanisms of gypsum interlayers from Yunying salt cavern subjected to a coupled thermo-hydro-chemical environment. J Nat Gas Sci Eng 30:77–89CrossRef Meng T, Hu Y, Fang R (2016) Weakening mechanisms of gypsum interlayers from Yunying salt cavern subjected to a coupled thermo-hydro-chemical environment. J Nat Gas Sci Eng 30:77–89CrossRef
go back to reference Niu S, Zhao Y, Hu Y (2014) Experimental investigation of the temperature and pore pressure effect on permeability of lignite under the in situ condition. Transp Porous Med 101(1):137–148CrossRef Niu S, Zhao Y, Hu Y (2014) Experimental investigation of the temperature and pore pressure effect on permeability of lignite under the in situ condition. Transp Porous Med 101(1):137–148CrossRef
go back to reference Okazaki K, Noda H, Uehara S, Shimamoto T (2014) Permeability, porosity and pore geometry evolution during compaction of Neogene sedimentary rocks. J Struct Geol 62:1–12CrossRef Okazaki K, Noda H, Uehara S, Shimamoto T (2014) Permeability, porosity and pore geometry evolution during compaction of Neogene sedimentary rocks. J Struct Geol 62:1–12CrossRef
go back to reference Olgaard DL, Sc Ko, Wong TF (1995) Deformation and pore pressure in dehydrating gypsum under transiently drained conditions. Tectonophysics 245(3):237–248CrossRef Olgaard DL, Sc Ko, Wong TF (1995) Deformation and pore pressure in dehydrating gypsum under transiently drained conditions. Tectonophysics 245(3):237–248CrossRef
go back to reference Ranjith PG, Viete DR, Chen BJ (2012) Transformation plasticity and the effect of temperature on the mechanical behaviour of Hawkesbury sandstone at atmospheric pressure. Eng Geol 151:120–127CrossRef Ranjith PG, Viete DR, Chen BJ (2012) Transformation plasticity and the effect of temperature on the mechanical behaviour of Hawkesbury sandstone at atmospheric pressure. Eng Geol 151:120–127CrossRef
go back to reference Sipple E-M, Bracconi P, Dufour P, Mutin J-C (2001) Microstructural modifications resulting from the dehydration of gypsum. Solid State Ion 141(1):447–454CrossRef Sipple E-M, Bracconi P, Dufour P, Mutin J-C (2001) Microstructural modifications resulting from the dehydration of gypsum. Solid State Ion 141(1):447–454CrossRef
go back to reference Stormont JC, Daemen JJK (1992) Laboratory study of gas permeability changes in rock salt during deformation. Int J Rock Mech Min Sci Geomech Abstr 29:325–342CrossRef Stormont JC, Daemen JJK (1992) Laboratory study of gas permeability changes in rock salt during deformation. Int J Rock Mech Min Sci Geomech Abstr 29:325–342CrossRef
go back to reference Strydom CA, Hudson-Lamb DL, Potgieter JH, Dagg E (1995) The thermal dehydration of synthetic gypsum. Thermochim Acta 269–270(1):631–638CrossRef Strydom CA, Hudson-Lamb DL, Potgieter JH, Dagg E (1995) The thermal dehydration of synthetic gypsum. Thermochim Acta 269–270(1):631–638CrossRef
go back to reference Strydoma CA, Potgieterb JH (1999) Dehydration behaviour of a natural gypsum and a phosphogypsum during milling. Thermochim Acta 332(1):89–96CrossRef Strydoma CA, Potgieterb JH (1999) Dehydration behaviour of a natural gypsum and a phosphogypsum during milling. Thermochim Acta 332(1):89–96CrossRef
go back to reference Thoms RL, Gehle RM (2000) A brief history of salt cavern use (keynote paper). In: Geertman RM (ed) Proceedings of 8th world salt symposium, vol I. Elsevier, pp 207–214 Thoms RL, Gehle RM (2000) A brief history of salt cavern use (keynote paper). In: Geertman RM (ed) Proceedings of 8th world salt symposium, vol I. Elsevier, pp 207–214
go back to reference Voorn M, Exner U, Rath A (2013) Multiscale hessian fracture filtering for the enhancement and segmentation of narrow fractures in 3D image data. Comput Geosci 57:44–53CrossRef Voorn M, Exner U, Rath A (2013) Multiscale hessian fracture filtering for the enhancement and segmentation of narrow fractures in 3D image data. Comput Geosci 57:44–53CrossRef
go back to reference Wang T, Yan X, Yang H (2013) A new shape design method of salt cavern used as underground gas storage. Appl Energy 104(2):50–61CrossRef Wang T, Yan X, Yang H (2013) A new shape design method of salt cavern used as underground gas storage. Appl Energy 104(2):50–61CrossRef
go back to reference Wang TT, Ma HL, Yang CH, Shi XL, Daemen JJK (2015) Gas seepage around bedded salt cavern gas storage. J Nat Gas Sci Eng 26:61–71CrossRef Wang TT, Ma HL, Yang CH, Shi XL, Daemen JJK (2015) Gas seepage around bedded salt cavern gas storage. J Nat Gas Sci Eng 26:61–71CrossRef
go back to reference Yang CH, Daemen JJK, Yin JH (1999) Experimental investigation of creep behavior of salt rock. Int J Rock Mech Min Sci 36(2):233–242 Yang CH, Daemen JJK, Yin JH (1999) Experimental investigation of creep behavior of salt rock. Int J Rock Mech Min Sci 36(2):233–242
go back to reference Zhang G, Li Y, Daemen JJK (2015) Geotechnical feasibility analysis of compressed air energy storage (CAES) in bedded salt formations: a case study in Huai’an city, China. Rock Mech Rock Eng 48(5):2111–2127CrossRef Zhang G, Li Y, Daemen JJK (2015) Geotechnical feasibility analysis of compressed air energy storage (CAES) in bedded salt formations: a case study in Huai’an city, China. Rock Mech Rock Eng 48(5):2111–2127CrossRef
go back to reference Zhao Y, Yang D, Liu Z, Feng Z, Liang W (2014) Problems of evolving porous media and dissolved glauberite micro-scopic analysis by micro-computed tomography: evolving porous media (1). Transp Porous Med 107(2):36–385 Zhao Y, Yang D, Liu Z, Feng Z, Liang W (2014) Problems of evolving porous media and dissolved glauberite micro-scopic analysis by micro-computed tomography: evolving porous media (1). Transp Porous Med 107(2):36–385
go back to reference Zhao YS, Wan ZJ, Zhang Y, Feng ZJ (2017) Evolution of mechanical properties of granite at high temperature and high pressure. Geomech Geophys Geo-Energy Geo-Resour 108(2):1–12 Zhao YS, Wan ZJ, Zhang Y, Feng ZJ (2017) Evolution of mechanical properties of granite at high temperature and high pressure. Geomech Geophys Geo-Energy Geo-Resour 108(2):1–12
go back to reference Zhu WC, Liu J, Sheng JC, Elsworth D (2007) Analysis of coupled gas flow and deformation process with desorption and Klinkenberg effects in coal seams. Int J Rock Mech Min 44(7):971–980CrossRef Zhu WC, Liu J, Sheng JC, Elsworth D (2007) Analysis of coupled gas flow and deformation process with desorption and Klinkenberg effects in coal seams. Int J Rock Mech Min 44(7):971–980CrossRef
go back to reference Zuo JP, Wang XS, Mao DQ (2016) T-M coupled effects on cracking behaviors and reliability analysis of double-notched crustal rocks. Eng Fract Mech 158:106–115CrossRef Zuo JP, Wang XS, Mao DQ (2016) T-M coupled effects on cracking behaviors and reliability analysis of double-notched crustal rocks. Eng Fract Mech 158:106–115CrossRef
Metadata
Title
Investigation on the Permeability Evolution of Gypsum Interlayer Under High Temperature and Triaxial Pressure
Authors
Meng Tao
You Yechao
Chen Jie
Hu Yaoqing
Publication date
20-04-2017
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 8/2017
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1222-2

Other articles of this Issue 8/2017

Rock Mechanics and Rock Engineering 8/2017 Go to the issue