Skip to main content
Top
Published in: Bulletin of Engineering Geology and the Environment 1/2020

06-07-2019 | Original Paper

Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions

Authors: Yong He, Wei-min Ye, Yong-gui Chen, Ke-neng Zhang, Dong-yu Wu

Published in: Bulletin of Engineering Geology and the Environment | Issue 1/2020

Log in

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

search-config
loading …

Abstract

Because of its low hydraulic conductivity, high swelling capacity, and good adsorption properties, Gaomiaozi (GMZ) bentonite has been proposed as a suitable buffer/backfill material for construction of artificial barriers in deep geological repositories for high-level nuclear waste (HLW) disposal in China. By varying the concentration of NaCl solution and total suction, the swelling and shrinkage characteristics of compacted GMZ bentonite were studied under one-dimensional conditions. Results show that the swelling strain of compacted GMZ bentonite decreases as the concentration of NaCl solution increases under one-dimensional conditions. During drying with suction control by vapor phase technique, the density increases with suction. Simultaneously, the sample saturated with salt solution has a larger void ratio than that of the sample saturated with distilled water under the same suction. The void ratio and water content of the samples decrease with increasing suction. For a given suction, the sample saturated with salt solution has a higher degree of saturation than the sample saturated with distilled water. With the obtained water content (w), void ratio (e), and the degree of saturation (Sr), soil-water retention curves (SWRCs) were calculated for samples initially hydrated with different concentrations of NaCl solution. The SWRCs reveal that the sample with salt solution has higher water retention capacity than the sample with distilled water. A modified SWRC equation was proposed to account for the effect of NaCl solutions on the drying process of compacted GMZ bentonite under one-dimensional conditions. The results confirm that the modified SWRC equation can effectively describe the SWRCs of compacted GMZ bentonite considering the effects of NaCl solutions.

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

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!

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!

Literature
go back to reference Agustín MG, Cui YJ, He Y, Delage P, Mokni N, Tang AM, Aimedieu P, Bornert M, Bernier F (2019) Characterization of water retention, compressibility and swelling properties of a pellet/powder bentonite mixture. Eng Geol 248:14–21 Agustín MG, Cui YJ, He Y, Delage P, Mokni N, Tang AM, Aimedieu P, Bornert M, Bernier F (2019) Characterization of water retention, compressibility and swelling properties of a pellet/powder bentonite mixture. Eng Geol 248:14–21
go back to reference Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430 Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430
go back to reference Alonso EE, Romero E, Hoffemann C, García-Escudero E (2005) Expansive bentonite/sand mixtures in cyclic controlled suction drying and wetting. Eng Geol 81:213–226 Alonso EE, Romero E, Hoffemann C, García-Escudero E (2005) Expansive bentonite/sand mixtures in cyclic controlled suction drying and wetting. Eng Geol 81:213–226
go back to reference ASTM D1188-96 (2002) Standard Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Paraffin-Coated Specimens. American Society for Testing Material, 2002 ASTM D1188-96 (2002) Standard Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Paraffin-Coated Specimens. American Society for Testing Material, 2002
go back to reference Barbour SL, Fredlund DG (1989) Mechanisms of osmotic flow and volume change in clay soils. Can Geotech J 26:551–562 Barbour SL, Fredlund DG (1989) Mechanisms of osmotic flow and volume change in clay soils. Can Geotech J 26:551–562
go back to reference Brooks RH, Corey AT (1964) Hydraulic properties of porous media. Hydrol. Pap. 3, Colorado State Univ., Fort Collins, CO Brooks RH, Corey AT (1964) Hydraulic properties of porous media. Hydrol. Pap. 3, Colorado State Univ., Fort Collins, CO
go back to reference Castellanos E, Villar MV, Romero E, Lloret A, Gens A (2008) Chemical impact on the hydro-mechanical behavior of high-density FEBEX bentonite. Phys Chem Earth 33:516–526 Castellanos E, Villar MV, Romero E, Lloret A, Gens A (2008) Chemical impact on the hydro-mechanical behavior of high-density FEBEX bentonite. Phys Chem Earth 33:516–526
go back to reference Chen YG, He Y, Ye WM, Lin CH, Zhang XF (2012) Removal of chromium (III) from aqueous solutions by adsorption on bentonite from Gaomiaozi, China. Environ Earth Sci 67(5):1261–1268 Chen YG, He Y, Ye WM, Lin CH, Zhang XF (2012) Removal of chromium (III) from aqueous solutions by adsorption on bentonite from Gaomiaozi, China. Environ Earth Sci 67(5):1261–1268
go back to reference Chen YG, Cui YJ, Tang AM, Wang Q, Ye WM (2014) A preliminary study on hydraulic resistance of bentonite/host-rock seal interface. Géotechnique 64(12):997–1002 Chen YG, Cui YJ, Tang AM, Wang Q, Ye WM (2014) A preliminary study on hydraulic resistance of bentonite/host-rock seal interface. Géotechnique 64(12):997–1002
go back to reference Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50:31–48 Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50:31–48
go back to reference Di Maio C (1996) Exposure of bentonite to salt solution: osmotic and mechanical effects. Géotechnique 46(4):695–707 Di Maio C (1996) Exposure of bentonite to salt solution: osmotic and mechanical effects. Géotechnique 46(4):695–707
go back to reference ENRESA (2000) Full-scale engineered barriers experiment for deep geological repository for high-level radioactive waste in crystalline rock (FEBEX project). EUR 19147, Nuclear Science and Technology Series. Luxembourg ENRESA (2000) Full-scale engineered barriers experiment for deep geological repository for high-level radioactive waste in crystalline rock (FEBEX project). EUR 19147, Nuclear Science and Technology Series. Luxembourg
go back to reference Estabragh AR, Moghadas M, Javadi AA (2013) Effect of different types of wetting fluids on the behavior of expansive soil during wetting and drying. Soils Found 53(5):617–627 Estabragh AR, Moghadas M, Javadi AA (2013) Effect of different types of wetting fluids on the behavior of expansive soil during wetting and drying. Soils Found 53(5):617–627
go back to reference Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
go back to reference Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 31(3):521–532 Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 31(3):521–532
go back to reference Gallipoli D, Wheeler S, Karstunen M (2003) Modelling the variation of degree of saturation in a deformable unsaturated soil. Géotechnique 53(1):105–112 Gallipoli D, Wheeler S, Karstunen M (2003) Modelling the variation of degree of saturation in a deformable unsaturated soil. Géotechnique 53(1):105–112
go back to reference Garcia SG, Jonsson M, Wold S (2006) Temperature effect on the stability of bentonite colloids in water. J Colloid Interface Sci 298:694–705 Garcia SG, Jonsson M, Wold S (2006) Temperature effect on the stability of bentonite colloids in water. J Colloid Interface Sci 298:694–705
go back to reference Guillon T, Giot, R, Giraud A, Armand G (2012) Response of Callovo-Oxfordian claystone during drying tests: unsaturated hydro-mechanical behavior. Acta Geotech 7:313–332 Guillon T, Giot, R, Giraud A, Armand G (2012) Response of Callovo-Oxfordian claystone during drying tests: unsaturated hydro-mechanical behavior. Acta Geotech 7:313–332
go back to reference He Y, Ye WM, Chen YG, Cui YJ (2019). Effects of K+ solutions on swelling behavior of compacted GMZ bentonite. Eng Geol 249: 241–248 He Y, Ye WM, Chen YG, Cui YJ (2019). Effects of K+ solutions on swelling behavior of compacted GMZ bentonite. Eng Geol 249: 241–248
go back to reference Hadiseh M, Zeinab J, Rassoul A, Hossein SA (2017) Investigating effects of water salinity on geotechnical properties of fine-grained soil and quartz in a sandstone case study: Ajichay project in Northwest Iran. Bull Eng Geol Environ 76(3):1117–1128 Hadiseh M, Zeinab J, Rassoul A, Hossein SA (2017) Investigating effects of water salinity on geotechnical properties of fine-grained soil and quartz in a sandstone case study: Ajichay project in Northwest Iran. Bull Eng Geol Environ 76(3):1117–1128
go back to reference Hallett PD, Newson TA (2005) Describing soil crack formation using elastic-plastic fracture mechanics. Eur J Soil Sci 56:31–38 Hallett PD, Newson TA (2005) Describing soil crack formation using elastic-plastic fracture mechanics. Eur J Soil Sci 56:31–38
go back to reference He Y, Ye WM, Chen YG, Chen B, YE B, Cui YJ (2016a) Influence of pore fluid concentration on water retention properties of compacted GMZ01 bentonite. Appl Clay Sci 129:131–141 He Y, Ye WM, Chen YG, Chen B, YE B, Cui YJ (2016a) Influence of pore fluid concentration on water retention properties of compacted GMZ01 bentonite. Appl Clay Sci 129:131–141
go back to reference He Y, Chen YG, Ye WM, Cui YJ (2016b) Influence of salt concentration on volume shrinkage and water retention characteristics of compacted GMZ bentonite. Environ Earth Sci 75(6):535 He Y, Chen YG, Ye WM, Cui YJ (2016b) Influence of salt concentration on volume shrinkage and water retention characteristics of compacted GMZ bentonite. Environ Earth Sci 75(6):535
go back to reference He Y, Chen YG, YE WM (2016c) Equilibrium, kinetic and thermodynamic studies of adsorption of Sr (II) from aqueous solution onto GMZ bentonite. Environ Earth Sci 75(9):807 He Y, Chen YG, YE WM (2016c) Equilibrium, kinetic and thermodynamic studies of adsorption of Sr (II) from aqueous solution onto GMZ bentonite. Environ Earth Sci 75(9):807
go back to reference He Y, Cui YJ, Ye WM, Conil N (2017) Effects of wetting-drying cycles on the air permeability of compacted Téguline clay. Eng Geol 228:173–179 He Y, Cui YJ, Ye WM, Conil N (2017) Effects of wetting-drying cycles on the air permeability of compacted Téguline clay. Eng Geol 228:173–179
go back to reference Huang WH, Chen WC (2004) Swelling behavior of a potential buffer material under simulated near field environment. J Nucl Sci Technol 41(12):1271–1279 Huang WH, Chen WC (2004) Swelling behavior of a potential buffer material under simulated near field environment. J Nucl Sci Technol 41(12):1271–1279
go back to reference JNC (1999) H12 Project to establish technical basis for HLW disposal in Japan, Support Report 2. Japan Nuclear Cycle Development Institute JNC (1999) H12 Project to establish technical basis for HLW disposal in Japan, Support Report 2. Japan Nuclear Cycle Development Institute
go back to reference Johnson LH, LeNeveu DM, Shoesmith DW, Oscarson DW, Gray MN, Lemire RJ, Garisto NC (1994) The Disposal of Canada’s Nuclear Fuel Waste: The Vault Model for Postclosure Assessment. AECL Research Document No. AECL-10714, COG-93-8 Johnson LH, LeNeveu DM, Shoesmith DW, Oscarson DW, Gray MN, Lemire RJ, Garisto NC (1994) The Disposal of Canada’s Nuclear Fuel Waste: The Vault Model for Postclosure Assessment. AECL Research Document No. AECL-10714, COG-93-8
go back to reference Komine H, Yasuhara K, Murakami S (2009) Swelling characteristics of bentonites in artificial seawater. Can Geotech J 46(2):177–189 Komine H, Yasuhara K, Murakami S (2009) Swelling characteristics of bentonites in artificial seawater. Can Geotech J 46(2):177–189
go back to reference Lin B, Cerato AB (2013) Hysteretic soil water characteristics and cyclic swell-shrink paths of compacted expansive soils. Bull Eng Geol Environ 72(1):61–70 Lin B, Cerato AB (2013) Hysteretic soil water characteristics and cyclic swell-shrink paths of compacted expansive soils. Bull Eng Geol Environ 72(1):61–70
go back to reference Liu Z, Boukpeti N, Li X, Collin F, Radu JP, Hueckel T, Charlier R (2005) Modelling chemo-hydro-mechanical behavior of unsaturated clays: a feasibility study. Int J Numer Anal Methods Geomech 29:919–940 Liu Z, Boukpeti N, Li X, Collin F, Radu JP, Hueckel T, Charlier R (2005) Modelling chemo-hydro-mechanical behavior of unsaturated clays: a feasibility study. Int J Numer Anal Methods Geomech 29:919–940
go back to reference Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, New York Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, New York
go back to reference Marcial D, Delage P, Cui YJ (2002) On the high stress compression of bentonites. Can Geotech J 39:812–820 Marcial D, Delage P, Cui YJ (2002) On the high stress compression of bentonites. Can Geotech J 39:812–820
go back to reference Martín PL, Barcala JM, Huertas F (2006) Large-scale and long-term coupled thermo-hydro-mechanic experiments with bentonite: the FEBEX mock-up test. J Iber Geol 32:259–282 Martín PL, Barcala JM, Huertas F (2006) Large-scale and long-term coupled thermo-hydro-mechanic experiments with bentonite: the FEBEX mock-up test. J Iber Geol 32:259–282
go back to reference Mata C (2003) Hydraulic Behaviour of Bentonite Based Mixtures in Engineered Barriers: The Backfill and Plug Test at the ÄSPÖ HRL (Sweden) (PhD Thesis) Dept. of Geotechnical Engineering and Geosciences, Technical University of Catalonia, Barcelona, Spain. Mata C (2003) Hydraulic Behaviour of Bentonite Based Mixtures in Engineered Barriers: The Backfill and Plug Test at the ÄSPÖ HRL (Sweden) (PhD Thesis) Dept. of Geotechnical Engineering and Geosciences, Technical University of Catalonia, Barcelona, Spain.
go back to reference Mata C, Romero E, Ledesma A (2002) Hydro-chemical effects on water retention in bentonite-sand mixtures. In: Jucá JFT., de Campos TMP and Marinho FAM (eds) Proc. 3rd Int. Conf. on Unsaturated Soils, UNSAT 2002, Recife, Brazil, Vol. 1, p. 283–288 Mata C, Romero E, Ledesma A (2002) Hydro-chemical effects on water retention in bentonite-sand mixtures. In: Jucá JFT., de Campos TMP and Marinho FAM (eds) Proc. 3rd Int. Conf. on Unsaturated Soils, UNSAT 2002, Recife, Brazil, Vol. 1, p. 283–288
go back to reference Mokni N (2011) Deformation and flow driven by osmotic processes in porous materials. PhD Thesis, Department of Geotechnical Engineering and Geo-science (ETCG) Technical University of Catalunya, UPC, Barcelona, Spain Mokni N (2011) Deformation and flow driven by osmotic processes in porous materials. PhD Thesis, Department of Geotechnical Engineering and Geo-science (ETCG) Technical University of Catalunya, UPC, Barcelona, Spain
go back to reference Musso G, Romero E, Della VG (2013) Double-structure effects on the chemo-hydro-mechanical behavior of a compacted active clay. Géotechnique 63(3):206–220 Musso G, Romero E, Della VG (2013) Double-structure effects on the chemo-hydro-mechanical behavior of a compacted active clay. Géotechnique 63(3):206–220
go back to reference Nowamooz H, Masrouri F (2008) Hydromechanical behavior of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Eng Geol 101(3–4):154–164 Nowamooz H, Masrouri F (2008) Hydromechanical behavior of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Eng Geol 101(3–4):154–164
go back to reference Pusch R (2001) Experimental study of the effect of high pore-water salinity on the physical properties of a natural smectitic clay. SKB, Technical Report, TR-01-07. SKB, Stockholm, Sweden Pusch R (2001) Experimental study of the effect of high pore-water salinity on the physical properties of a natural smectitic clay. SKB, Technical Report, TR-01-07. SKB, Stockholm, Sweden
go back to reference Pusch R, Yong RN (2006) Microstructure of Smectite clays and engineering performance. Taylor & Francis, London Pusch R, Yong RN (2006) Microstructure of Smectite clays and engineering performance. Taylor & Francis, London
go back to reference Rao SM, Rao PR (2016) Role of the vadose zone in mitigating strontium transport at the near-surface disposal facility (NSDF) in Kalpakkam, India. Bull Eng Geol Environ 75(4):1485–1491 Rao SM, Rao PR (2016) Role of the vadose zone in mitigating strontium transport at the near-surface disposal facility (NSDF) in Kalpakkam, India. Bull Eng Geol Environ 75(4):1485–1491
go back to reference Rao SM, Shivananda P (2005) Role of osmotic suction in swelling of salt amended clays. Can Geotech J 42:307–315 Rao SM, Shivananda P (2005) Role of osmotic suction in swelling of salt amended clays. Can Geotech J 42:307–315
go back to reference Rao SM, Thyagaraj T (2007a) Role of direction of salt migration on the swelling behavior of compacted clays. Appl Clay Sci 38(1):113–129 Rao SM, Thyagaraj T (2007a) Role of direction of salt migration on the swelling behavior of compacted clays. Appl Clay Sci 38(1):113–129
go back to reference Rao SM, Thyagaraj T (2007b) Swell-compression behaviour of compacted clays under chemical gradients. Can Geotech J 44: 520–532 Rao SM, Thyagaraj T (2007b) Swell-compression behaviour of compacted clays under chemical gradients. Can Geotech J 44: 520–532
go back to reference Rao SM, Thyagaraj T, Thomas HR (2006) Swelling of compacted clay under osmotic gradients. Géotechnique 56(10):707–713 Rao SM, Thyagaraj T, Thomas HR (2006) Swelling of compacted clay under osmotic gradients. Géotechnique 56(10):707–713
go back to reference Ravi K, Rao SM (2013) Influence of infiltration of sodium chloride solutions on SWCC of compacted bentonite–sand specimens. Geotech Geol Eng 31(4):1291–1303 Ravi K, Rao SM (2013) Influence of infiltration of sodium chloride solutions on SWCC of compacted bentonite–sand specimens. Geotech Geol Eng 31(4):1291–1303
go back to reference Romero E (1999) Characterization and thermo-hydro-mechanical behavior of unsaturated Boom-clay: an experimental study. Ph.D. Thesis, Universidad Politécnica de Cataluña, Barcelona, p 405 Romero E (1999) Characterization and thermo-hydro-mechanical behavior of unsaturated Boom-clay: an experimental study. Ph.D. Thesis, Universidad Politécnica de Cataluña, Barcelona, p 405
go back to reference Senger R, Marschall P, Finsterle S (2008) Investigation of two-phase flow phenomena associated with corrosion in an SF/HLW repository in Opalinus clay, Switzerland. Phys Chem Earth 33:317–326 Senger R, Marschall P, Finsterle S (2008) Investigation of two-phase flow phenomena associated with corrosion in an SF/HLW repository in Opalinus clay, Switzerland. Phys Chem Earth 33:317–326
go back to reference Shackelford CD, Daniel DE (1991) Diffusion in saturated soil. 1: background. J Geotech Geoenviron 117(3):467–484 Shackelford CD, Daniel DE (1991) Diffusion in saturated soil. 1: background. J Geotech Geoenviron 117(3):467–484
go back to reference SKB (1999) SR-97 Waste, repository design and sites. SKB Technical Report TR-99-08, Stockholm, Sweden, 90 SKB (1999) SR-97 Waste, repository design and sites. SKB Technical Report TR-99-08, Stockholm, Sweden, 90
go back to reference Sridharan A, Gurtug Y (2004) Swelling behavior of compacted fine-grained soils. Eng Geol 72(1):9–18 Sridharan A, Gurtug Y (2004) Swelling behavior of compacted fine-grained soils. Eng Geol 72(1):9–18
go back to reference Tang AM, Cui YJ (2005) Controlling suction by the vapor equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can Geotech J 42:287–296 Tang AM, Cui YJ (2005) Controlling suction by the vapor equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can Geotech J 42:287–296
go back to reference Thu TM, Rahardjo H, Leong EC (2007) Soil-water characteristic curve and consolidation behavior for a compacted silt. Can Geotech J 44:266–275 Thu TM, Rahardjo H, Leong EC (2007) Soil-water characteristic curve and consolidation behavior for a compacted silt. Can Geotech J 44:266–275
go back to reference Tarantino A (2009) A water retention model for deformable soils. Géotechnique 59 (9):751–762 Tarantino A (2009) A water retention model for deformable soils. Géotechnique 59 (9):751–762
go back to reference van Genuchten MTH (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):890–898 van Genuchten MTH (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):890–898
go back to reference Villar MV, Lloret A (2004) Influence of temperature on the hydro-mechanical behavior of a compacted bentonite. Appl Clay Sci 26:337–350 Villar MV, Lloret A (2004) Influence of temperature on the hydro-mechanical behavior of a compacted bentonite. Appl Clay Sci 26:337–350
go back to reference Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2009) Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite. J Cent S Univ Technol 16(5):821–826 Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2009) Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite. J Cent S Univ Technol 16(5):821–826
go back to reference Ye WM, Chen YG, Chen B, Wang Q, Wang J (2010) Advances on the knowledge of the buffer/backfill properties of heavily-compacted GMZ bentonite. Eng Geol 116(1–2):12–20 Ye WM, Chen YG, Chen B, Wang Q, Wang J (2010) Advances on the knowledge of the buffer/backfill properties of heavily-compacted GMZ bentonite. Eng Geol 116(1–2):12–20
go back to reference Ye WM, Zhu JY, Chen B, Cui YJ, Wang J (2012a) A device designed for simulating HM behavior of compacted GMZ01 bentonite. KSCE J Civ Eng 16(7):1178–1184 Ye WM, Zhu JY, Chen B, Cui YJ, Wang J (2012a) A device designed for simulating HM behavior of compacted GMZ01 bentonite. KSCE J Civ Eng 16(7):1178–1184
go back to reference Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2012b) Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions. Eng Geol 126:1–7 Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2012b) Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions. Eng Geol 126:1–7
go back to reference Ye WM, Zhang YW, Chen B, Chen YG, Cui YJ (2012c) Investigation on compressibility of highly compacted GMZ01 bentonite with suction and temperature control. Nucl Eng Des 252:11–18 Ye WM, Zhang YW, Chen B, Chen YG, Cui YJ (2012c) Investigation on compressibility of highly compacted GMZ01 bentonite with suction and temperature control. Nucl Eng Des 252:11–18
go back to reference Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2013) Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite. Environ Earth Sci 68(1):281–288 Ye WM, Wan M, Chen B, Chen YG, Cui YJ, Wang J (2013) Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite. Environ Earth Sci 68(1):281–288
go back to reference Ye WM, Zhang F, Chen B, Chen YG, Wang Q, Cui YJ (2014) Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 bentonite. Environ Earth Sci 72(7):2621–2630 Ye WM, Zhang F, Chen B, Chen YG, Wang Q, Cui YJ (2014) Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 bentonite. Environ Earth Sci 72(7):2621–2630
go back to reference Ye WM, He Y, Chen YG, Chen B, Cui YJ (2016) Thermochemical effects on the smectite alteration of GMZ bentonite for deep geological repository. Environ Earth Sci 75(10):906 Ye WM, He Y, Chen YG, Chen B, Cui YJ (2016) Thermochemical effects on the smectite alteration of GMZ bentonite for deep geological repository. Environ Earth Sci 75(10):906
go back to reference Yilmaz I, Marschalko M (2014) The effect of different types of water on the swelling behavior of expansive clays. Bull Eng Geol Environ 73(4):1049–1062 Yilmaz I, Marschalko M (2014) The effect of different types of water on the swelling behavior of expansive clays. Bull Eng Geol Environ 73(4):1049–1062
go back to reference Zemenu G, Martine A, Roger C (2009) Analysis of the behavior of a natural expansive soil under cyclic drying and wetting. Bull Eng Geol Environ 68(3):421–436 Zemenu G, Martine A, Roger C (2009) Analysis of the behavior of a natural expansive soil under cyclic drying and wetting. Bull Eng Geol Environ 68(3):421–436
go back to reference Zhang M, Zhang HY, Jia LY, Cui SL (2012) Salt content impact on the unsaturated property of bentonite–sand buffer backfilling materials. Nucl Eng Des 250:35–41 Zhang M, Zhang HY, Jia LY, Cui SL (2012) Salt content impact on the unsaturated property of bentonite–sand buffer backfilling materials. Nucl Eng Des 250:35–41
go back to reference Zhu CM, Ye WM, Chen YG, Chen B, Cui YJ (2015) Impact of cyclically infiltration of CaCl2 solution and de-ionized water on volume change behaviour of compacted GMZ01 bentonite. Eng Geol 184:104–110 Zhu CM, Ye WM, Chen YG, Chen B, Cui YJ (2015) Impact of cyclically infiltration of CaCl2 solution and de-ionized water on volume change behaviour of compacted GMZ01 bentonite. Eng Geol 184:104–110
go back to reference Zhu CM, Ye WM, Chen YG, Chen B, Cui YJ (2013) Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite. Eng Geol 166:74–80 Zhu CM, Ye WM, Chen YG, Chen B, Cui YJ (2013) Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite. Eng Geol 166:74–80
Metadata
Title
Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions
Authors
Yong He
Wei-min Ye
Yong-gui Chen
Ke-neng Zhang
Dong-yu Wu
Publication date
06-07-2019
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 1/2020
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-019-01568-1

Other articles of this Issue 1/2020

Bulletin of Engineering Geology and the Environment 1/2020 Go to the issue