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Thermal–mechanical effects on volume-change behavior of compacted GMZ bentonite during cyclic wetting–drying processes

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Abstract

For investigation of temperature and vertical stress influences on the swelling–shrinkage deformation of GMZ bentonite specimens, cyclic wetting–drying tests with suction ranging between 0 and 110 MPa were conducted under different constant vertical net stresses and temperatures using a suction-temperature controlled oedometer. Results show that temperature effects on the cumulative strains depend on the vertical stress. Under lower vertical stresses, rising temperature intensifies the tendency of the accumulation of expansive strains, while under higher stresses, rising temperature intensifies the tendency of accumulation of contractive ones. In addition, for a given constant temperature, the accumulative deformation recorded on the specimen tested was an expansion or a shrinkage strain depends on the vertical stress applied. Meanwhile, the corresponding vertical stress at transition was different at different temperatures. A logarithm correlation was developed between the final accumulative strain and vertical stress during wetting–drying cycles. According to the test results, the Barcelona expansive model was modified for simulation of the results of the cyclic wetting–drying tests conducted at temperatures. Simulation showed that the results calculated by the modified BExM agreed well to that measured in the present work.

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References

  • Airò FC, Ferrari A, Romero E (2010) Volume change behaviour of a compacted scaly clay during cyclic suction changes. Can Geotech J 47(6):688–703

    Article  Google Scholar 

  • Al-Homoud AS, Basma AA, Husein Malkawi AI, Al Bashabsheh MA (1995) Cyclic swelling behavior of clays. J Geotech Eng 121(7):562–565

    Article  Google Scholar 

  • Alonso EE, Vaunat J, Gens A (1999) Modelling the mechanical behaviour of expansive clays. Eng Geol 54(1–2):173–183

    Article  Google Scholar 

  • Alonso EE, Romero E, Hoffmann C, García-Escudero E (2005) Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting. Eng Geol 81(3):213–226

    Article  Google Scholar 

  • Basma AA, Al-Homoud AS, Husein Malkawi AI, Al-Bashabsheh MA (1996) Swelling–shrinkage behavior of natural expansive clays. Appl Clay Sci 11(2–4):211–227

    Article  Google Scholar 

  • Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50(1–2):31–48

    Article  Google Scholar 

  • Estabragh AR, Parsaei B, Javadi AA (2015) Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil. Soils Found 55(2):304–314

    Article  Google Scholar 

  • Gens A, Alonso EE (1992) A framework for the behaviour of unsaturated expansive clays. Can Geotech J 29(6):1013–1032

    Article  Google Scholar 

  • He Y, Ye WM, Chen YG, Chen B, Ye B, Cui YJ (2016) Influence of pore fluid concentration on water retention properties of compacted GMZ01 bentonite. Appl Clay Sci 129:131–141

    Article  Google Scholar 

  • Komine H, Ogata N (1996) Prediction for swelling characteristics of compacted bentonite. Can Geotech J 33(1):11–22

    Article  Google Scholar 

  • Liu YM, Wen ZJ (2003) Study on clay-based materials for the repository of high level radioactive waste. J Miner Petrol 23(4):42–45 (in Chinese)

    Google Scholar 

  • Lloret A, Romero E, Villar MV (2004) FEBEX II Project Final report on thermo-hydro-mechanical laboratory tests. Publicación Técnica ENRESA 10/04, Madrid, p 180

  • Madsen FT, Müller-VonMoos M (1989) The swelling behaviour of clays. Appl Clay Sci 4:143–156

    Article  Google Scholar 

  • Mohamed AMO, Yong RN, Cheung SCH (1992) Temperature dependence of soil water potential. Geotech Testing J 15(4):10

    Google Scholar 

  • Nowamooz H, Masrouri F (2008) Hydro-mechanical behavior of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Eng Geol 101:154–164

    Article  Google Scholar 

  • Nowamooz H, Masrouri F (2010) Volumetric strains due to changes in suction or stress of an expansive bentonite/silt mixture treated with lime. C R Mecanique 338(4):230–240

    Article  Google Scholar 

  • Nowamooz H, Mrad M, Abdallah A, Masrouri F (2009) Experimental and numerical studies of the hydro-mechanical behaviour of a natural unsaturated swelling soil. Can Geotech J 46(4):393–410

    Article  Google Scholar 

  • Nowamooz H, Jahangir E, Masrouri F (2013) Volume change behavior of a swelling soil compacted at different initial states. Eng Geol 153(2):25–34

    Article  Google Scholar 

  • Pusch R (1983) Use of clays as buffers in radioactive repositions. KBS-Teknisk Rapport, pp 46–83

  • Pusch R, Karlnland O, Hokmark H (1990) GMM—a general microstructural model for qualitative and quantitative studies of smectite clays. SKB Technical Report, TR-90-43. SKB, Stockholm, Sweden

  • Romero E, Villar MV, Lloret A (2005) Thermo-hydro-mechanical behaviour of two heavily overconsolidated clays. Eng Geol 81(3):255–268

    Article  Google Scholar 

  • Saiyouri N, Hicher PY, Tessier D (2000) Microstructural approach and transfer water modelling in highly compacted unsaturated swelling clays. Mech Cohesive Frict Mater 5(1):41–60

    Article  Google Scholar 

  • Savage D (2005) The effects of high salinity groundwater on the performance of clay barriers. SKI Report, R-05-54. SKI, Stockholm, Sweden

  • Sharma RS, Wheeler SJ (2000) Behaviour of an unsaturated highly expansive clay during cycles of wetting and drying. In: Proceedings of the Asian conference on unsaturated soils, UNSAT-ASIA 2000, Singapore, pp 721–726

  • Siddiqua S, Blatz J, Siemens G (2011) Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials. Can Geotech J 48(2):199–213

    Article  Google Scholar 

  • Tang AM, Cui YJ (2005) Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can Geotech J 42:287–296

    Article  Google Scholar 

  • Villar MV (2006) Infiltration tests on a granite/bentonite mixture: influence of water salinity. Appl Clay Sci 31(1–2):96–109

    Article  Google Scholar 

  • Villar MV, Lloret A (2004) Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite. Appl Clay Sci 26(1–4):337–350

    Article  Google Scholar 

  • Villar MV, Gómez-Espina R, Lloret A (2010) Experimental investigation into temperature effect on hydro-mechanical behaviours of bentonite. J Rock Mech Geotech Eng 2(1):71–78

    Google Scholar 

  • Wang Q (2012) Hydro-mechanical behaviour of bentonite-based materials used for high-level radioactive waste disposal. Ph.D. Thesis Université Paris-Est, Paris

  • Wang G, Wei X (2014) Modeling swelling–shrinkage behavior of compacted expansive soils during wetting–drying cycles. Can Geotech J 52(6):1–12

    Google Scholar 

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

    Google Scholar 

  • 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 16:821–826

    Article  Google Scholar 

  • Ye WM, Wang Q, Pan H, Chen B (2010) Thermal conductivity of compacted GMZ bentonite. Chin J Geotech Eng 32:821–826 (in Chinese)

    Google Scholar 

  • Ye WM, Zhang YW, Chen B, Zheng ZJ, Chen YG, Cui YJ (2012) Investigation on compression behaviour of highly compacted GMZ01 bentonite with suction and temperature control. Nucl Eng Des 252:11–18

    Article  Google Scholar 

  • Ye WM, Zhang YW, Chen YG, Chen B, Cui YJ (2013) Experimental investigation on the thermal volumetric behavior of highly compacted gmz01 bent. Appl Clay Sci 83–84(10):210–216

    Article  Google Scholar 

  • Zhao NF, Ye WM, Chen YG, Chen B, Cui YJ (2019) Investigation on swelling–shrinkage behavior of unsaturated compacted GMZ bentonite on wetting–drying cycles. Bull Eng Geol Environ 78(1):617–627

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful to the National Natural Science Foundation of China (41527801 and 41672271) for their financial support.

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Correspondence to Wei-Min Ye.

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Wang, Y., Ye, WM., Chen, B. et al. Thermal–mechanical effects on volume-change behavior of compacted GMZ bentonite during cyclic wetting–drying processes. Environ Earth Sci 78, 539 (2019). https://doi.org/10.1007/s12665-019-8551-2

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