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Membrane behavior of compacted GMZ bentonite and its granite mixture

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Abstract

The membrane behavior of GMZ bentonite and its granite mixture, which consists of 70% GMZ bentonite and 30% grinded granite rock in dry weight, was quantitatively evaluated in this study. Specimens with different initial dry densities were subjected to multi-stage membrane behavior tests with concentration differences of 0.01, 0.05, 0.1 and 0.5 M of NaCl or CaCl2 solutions across the specimen in each stage. Membrane behavior was evaluated by measuring the chemico-osmotic efficiency coefficient ω. Results indicate that the membrane behavior of GMZ bentonite and its granite mixture decreases with the decrease in initial dry density and bentonite content, as well as the increases in solution concentration and cation valence. These conclusions could be explained by (1) variations in pore size distribution caused by different initial dry densities and bentonite contents; (2) increase in macro-pores in quality induced by shrinkage and collapse of DDLs resulting from the interactions between clay and solutions; (3) decrease in micropores and increase in macro-pores induced by cation exchange.

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References

  • Agus SS, Schanz T (2005) Effect of shrinking and swelling on microstructures and fabric of a compacted bentonite–sand mixture. In: Proceedings of the international conference on problematic soils, Cyprus, vol 32, pp 543–550

  • Akgün H, Koçkar MK, Aktürk Ö (2006) Evaluation of a compacted bentonite/sand seal for underground waste repository isolation. Environ Geol 50:331–337

    Article  Google Scholar 

  • Bader S, Heister K (2006) The effect of membrane potential on the development of chemical osmotic pressure in compacted clay. J Colloid Interface Sci 297(1):329–340

    Article  Google Scholar 

  • Barbour SL, Fredlund DG (1989) Mechanisms of osmotic flow and volume change in clay soils. Can Geotech J 26(4):551–562

    Article  Google Scholar 

  • Bohnhoff GL, Shackelford CD, Sample-Lord KM (2013) Calcium-resistant membrane behavior of polymerized bentonite. J Geotech Geoenviron Eng 140(3):04013029

    Article  Google Scholar 

  • Börgesson L, Johannesson LE, Gunnarsson D (2003) Influence of soil structure heterogeneities on the behaviour of backfill materials based on mixtures of bentonite and crushed rock. Appl Clay Sci 23(1):121–131

    Article  Google Scholar 

  • Cho WJ, Lee JO, Kang CH (2000) Influence of temperature elevation on the sealing performance of a potential buffer material for a high-level radioactive waste repository. Ann Nucl Energy 27(4):1271–1284

    Article  Google Scholar 

  • Cui YJ, Loiseau C, Delage P (2002) Microstructure changes of a confined swelling soil due to suction controlled hydration. Unsaturated soils. In: Proceedings of the third international conference on unsaturated soils, UNSAT 2002, 10–13, March 2002, Recife, Brazil, pp 593

  • Cui SL, Zhang HY, Zhang M (2012) Swelling characteristics of compacted GMZ bentonite–sand mixtures as a buffer/backfill material in China. Eng Geol 141:65–73

    Article  Google Scholar 

  • Evans JC, Shackelford CD, Yeo SS, Henning J (2008) Membrane behavior of soil-bentonite slurry-trench cutoff walls. Soil Sediment Contam 17(4):316–322

    Article  Google Scholar 

  • Fritz SJ (1986) Ideality of clay membranes in osmotic processes: a review. Clays Clay Miner 34(2):214–223

    Article  Google Scholar 

  • Guo YH, Li YW, Wang HL, Liu SF, Su R, Zong ZH (2010) Study on regional hydrogeochemical characteristics of Beishan area-the preselected area for China’s high level radioactive waste repository. In: Proceedings of the 3rd symposium on underground waste disposal, pp 19–24

  • Henning JT, Evans JC, Shackelford CD (2006) Membrane behavior of two backfills from field-constructed soil-bentonite cutoff walls. J Geotech Geoenviron Eng 132(10):1243–1249

    Article  Google Scholar 

  • Jo HY, Benson CH, Edil TB (2006) Rate-limited cation exchange in thin bentonitic barrier layers. Can Geotech J 43(4):370–391

    Article  Google Scholar 

  • Johannesson LE, Börgesson L, Sandén T (1990) Backfill materials based on crushed rock (part 2). Geotechnical properties determined in laboratory. ÄHRL International Progress Report IPR-99-23, SKB, Sweden

  • Kang JB, Shackelford CD (2009) Clay membrane testing using a flexible-wall cell under closed-system boundary conditions. Appl Clay Sci 44(1):43–58

    Article  Google Scholar 

  • Kang JB, Shackelford CD (2010) Membrane behavior of compacted clay liners. J Geotech Geoenviron Eng 136(10):1368–1382

    Article  Google Scholar 

  • Kang JB, Shackelford CD (2011) Consolidation enhanced membrane behavior of a geosynthetic clay liner. Geotext Geomembr 29(6):544–556

    Article  Google Scholar 

  • Keijzer TJ, Loch JPG (2001) Chemical osmosis in compacted dredging sludge. Soil Sci Soc Am J 65(4):1045–1055

    Article  Google Scholar 

  • Keijzer TJ, Kleingeld PJ, Loch JPG (1999) Chemical osmosis in compacted clayey material and the prediction of water transport. Eng Geol 53(2):151–159

    Article  Google Scholar 

  • Kemper WD, Rollins JB (1966) Osmotic efficiency coefficients across compacted clays. Soil Sci Soc Am J 30(5):529–534

    Article  Google Scholar 

  • Komine H, Ogata N (1994) Experimental study on swelling characteristics of compacted bentonite. Can Geotech J 31(4):478–490

    Article  Google Scholar 

  • Liu L (2013) Prediction of swelling pressures of different types of bentonite in dilute solutions. Colloids Surf A 434:303–318

    Article  Google Scholar 

  • Malusis MA, Shackelford CD (2002a) Coupling effects during steady-state solute diffusion through a semipermeable clay membrane. Environ Sci Technol 36(6):1312–1319

    Article  Google Scholar 

  • Malusis MA, Shackelford CD (2002b) Chemico-osmotic efficiency of a geosynthetic clay liner. J Geotech Geoenviron Eng 128(2):97–106

    Article  Google Scholar 

  • Malusis MA, Shackelford CD, Olsen HW (2001) A laboratory apparatus to measure chemico-osmotic efficiency coefficients for clay soils. Geotech Test J 24(3):229–242

    Article  Google Scholar 

  • Mata C (2003) Hydraulic behaviour of bentonite based mixtures in engineered barriers: the Backfill and Plug Test at the Äspö HRL (Sweden). Dissertation, Universitat Politécnica de Catalunya, Barcelona

  • Mazzieri F, Di Emidio G, Van Impe PO (2010) Diffusion of calcium chloride in a modified bentonite: impact on osmotic efficiency and hydraulic conductivity. Clays Clay Miner 58(3):351–363

    Article  Google Scholar 

  • Mitchell JK (1993) Fundamentals of soil behavior, 2nd edn. Wiley, New York

    Google Scholar 

  • Neaman A, Pelletier M, Villieras F (2003) The effects of exchanged cation, compression, heating and hydration on textural properties of bulk bentonite and its corresponding purified montmorillonite. Appl Clay Sci 22(4):153–168

    Article  Google Scholar 

  • Ogwada RA, Sparks DL (1986) Kinetics of ion exchange on clay minerals and soil: II. Elucidation of rate-limiting steps. Soil Sci Soc Am J 50(5):1162–1166

    Article  Google Scholar 

  • Pusch R (1982) Mineral–water interactions and their influence on the physical behavior of highly compacted Na bentonite. Can Geotech J 19(3):381–387

    Article  Google Scholar 

  • Pusch R (1999) Microstructural evolution of buffers. Eng Geol 54:33–41

    Article  Google Scholar 

  • Romero E, Della Vecchia G, Jommi C (2011) An insight into the water retention properties of compacted clayey soils. Géotechnique 61(4):313–328

    Article  Google Scholar 

  • Sample-Lord K, Shackelford CD (2014) Membrane behavior of unsaturated bentonite barriers. Geo-congress 2014 technical papers, pp 1900–1909

  • Shackelford CD (2011) Membrane behavior in geosynthetic clay liners. In: Proceedings of geo-frontiers, pp 1961–1970

  • Shackelford CD (2012) Membrane behavior of engineered clay barriers for geoenvironmental containment: state of the art. In: GeoCongress 2012: state of the art and practice in geotechnical engineering, ASCE, pp 3419–3428

  • Shackelford CD, Lee JM (2003) The destructive role of diffusion on clay membrane behavior. Clays Clay Miner 51(2):186–196

    Article  Google Scholar 

  • Sun DA, Cui H, Sun W (2009) Swelling of compacted sand–bentonite mixtures. Appl Clay Sci 43(3):485–492

    Article  Google Scholar 

  • Tang Q, Katsumi T, Inui T, Li Z (2014a) Membrane behavior of bentonite-amended compacted clay. Soils Found 54(3):329–344

    Article  Google Scholar 

  • Tang Q, Katsumi T, Inui T, Takai A, Li Z (2014b) Influence of compaction degree on membrane behavior of compacted clay amended with bentonite. In: Geo-congress 2014 technical papers: geo-characterization and modeling for sustainability, ASCE, pp 1880–1889

  • Tang Q, Katsumi T, Inui T, Li Z (2015) Influence of pH on the membrane behavior of bentonite amended Fukakusa clay. Sep Purif Technol 141:132–142

    Article  Google Scholar 

  • Tripathy S, Sridharan A, Schanz T (2004) Swelling pressures of compacted bentonites from diffuse double layer theory. Can Geotech J 41:437–450

    Article  Google Scholar 

  • Villar MV (2006) Infiltration tests on a granite/bentonite mixture: influence of water salinity. Appl Clay Sci 31(1):96–109

    Article  Google Scholar 

  • Wang Q, Cui YJ, Tang AM, Barnichon JD, Saba S, Ye WM (2013) Hydraulic conductivity and microstructure changes of compacted bentonite/sand mixture during hydration. Eng Geol 164:67–76

    Article  Google Scholar 

  • Wang Q, Cui YJ, Tang AM, Delage P, Gatmiri B, Ye WM (2014) Long-term effect of water chemistry on the swelling pressure of a bentonite-based material. Appl Clay Sci 87:157–162

    Article  Google Scholar 

  • Wen ZJ (2006) Physical property of China’s buffer material for high-level radioactive waste repositories. Chin J Rock Mech Eng 25(4):794–800 (in Chinese)

    Google Scholar 

  • Wersin P, Johnson LH, McKinley IG (2007) Performance of the bentonite barrier at temperatures beyond 100°C: a critical review. Phys Chem Earth Parts A/B/C 32(8):780–788

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Yeo SS, Shackelford CD, Evans JC (2005) Membrane behavior of model soil–bentonite backfills. J Geotech Geoenviron Eng 131(4):418–429

    Article  Google Scholar 

  • Yong RN (1999) Overview of modeling of clay microstructure and interactions for prediction of waste isolation barrier performance. Eng Geol 54(1):83–91

    Article  Google Scholar 

  • Yong RN, Boonsinsuk P, Wong G (1986) Formulation of backfill material for a nuclear fuel waste disposal vault. Can Geotech J 23(2):216–228

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful to the National Natural Science Foundation of China (Project: 41527801 and 41672271) for the financial support. The authors also wish to acknowledge the support of the European Commission via the Marie Curie IRSES project GREAT—Geotechnical and geological Responses to climate change: Exchanging Approaches and Technologies on a worldwide scale (FP7-PEOPLE-2013-IRSES-612665).

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Ye, W.M., Su, W., Chen, Y.G. et al. Membrane behavior of compacted GMZ bentonite and its granite mixture. Environ Earth Sci 76, 683 (2017). https://doi.org/10.1007/s12665-017-7015-9

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  • DOI: https://doi.org/10.1007/s12665-017-7015-9

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