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Analysing the volume change behaviour of compacted bentonites upon THM processes based on the framework of BExM model

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Abstract

Compacted bentonite is often considered as a possible buffer/backfill material for deep geological disposal of high-level radioactive waste. During the long-term lifespan, the bentonite barriers will undergo coupled thermo-hydro-mechanical (THM) progresses, which induce complex volume changes. In this work, the volume change behavior of compacted bentonites undergoing THM interactions was analyzed based on the framework of Barcelona Expansive Model, in which the thermal volume changes were taken into account by adopting the approach of Tang and Cui (Géotechnique 59:185–195, 2009). After analyzing the published experimental results of wetting/drying and heating/cooling cycles, new fI and fD functions were put forward for describing the interaction between micro- and macro-structures, while a thermal loading yield function curve was established for describing the TM behavior under unsaturated conditions. Some cyclic wetting/drying and thermal loading tests reported and modelled in literature were simulated to verify the relevance of the improvements undertaken. Comparisons among the original model, the modified model as well as the test results clearly showed a satisfactory performance of the model in describing the volume changes of compacted swelling clays upon THM processes.

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References

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

    Article  Google Scholar 

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

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Bag R (2011) Coupled thermo-hydro-mechanical-chemical behaviour of MX80 bentonite in geotechnical applications, Ph.D. thesis, Cardiff University, Cardiff, Wales, United Kingdom

  • Börgesson L, Chijimatsu M, Fujita T, Nguyen TS, Rutqvist J, Jing L (2001) Thermo-hydro-mechanical characterisation of a bentonite-based buffer material by laboratory tests and numerical back analyses. Int J Rock Mech Min Sci 38(1):95–104

    Article  Google Scholar 

  • Cho WJ, Lee JO, Kwon S (2010) Analysis of thermo-hydro-mechanical process in the engineered barrier system of a high-level waste repository. Nucl Eng Des 240:1688–1698

    Article  Google Scholar 

  • Cleall PJ, Melhuish TA, Thomas HR (2006) Modelling the three-dimensional behaviour of a prototype nuclear waste repository. Eng Geol 85:212–220

    Article  Google Scholar 

  • Coccia CJR, McCartnet JS (2016) Thermal volume change of poorly draining soils I: vritical assessment of volume change mechannisms. Comput Geotech 80:26–40

  • Collin F, Li XL, Radu JP, Charlier R (2002) Thermo-hydro-mechanical coupling in clay barriers. Eng Geol 64:179–193

    Article  Google Scholar 

  • Cui YJ, Sultan N, Delage P (2000) A thermo-mechanical model for saturated clays. Can Geotech J 37(3):607–620

    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):31–48

    Article  Google Scholar 

  • Dif AE, Bluemel WF (1991) Expansive soils under cyclic drying and wetting. Geotech Test J 14:96–102

    Article  Google Scholar 

  • Dixon DA, Martino JB, Vignal B, Masumoto K, Fujita T (2007) Overview of the evolution, performance and state of a bentonite-based tunnel seal after 5 years of operation. Phys Chem Earth 32:741–752

    Article  Google Scholar 

  • Farulla CA, 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 

  • Favero V, Ferrari A, Laloui L (2016) Thermo-mechanical volume change behaviour of Opalinus Clay. Int J Rock Mech Min Sci 90:15–25

    Article  Google Scholar 

  • Gens A, Sánchez M, Guimarães L, Do N, Alonso EE, Lloret A, Olivella S, Villar MV, Huertas F (2009) A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. Geotechnique 59:377–399

    Article  Google Scholar 

  • Gens A, Wieczorek K, Gaus I, Garitte B, Mayor JC, Schuster K, Armand G, García-Siñeriz JL, Trick T (2017) Performance of the Opalinus Clay under thermal loading: experimental results from Mont Terri rock laboratory (Switzerland). Swiss J Geosci Suppl Book Ser 5:271–288

    Google Scholar 

  • Hökmark H, Ledesma A, Lassabatère T, Fälth B, Börgesson L, Robinet JC, Sellali N, Sémété P (2007) Modelling heat and moisture transport in the ANDRA/SKB temperature buffer test. Phys Chem Earth 32(s8–14):753–766

    Article  Google Scholar 

  • Hueckel T, Baldi G (1990) Thermoplasticity of saturated clays: experimental constitutive study. J Geotech Eng 116(12):1778–1796

    Article  Google Scholar 

  • Kwon S, Lee C (2020) Thermal-hydraulic-mechanical coupling analysis using FLAC3D-TOUGH2 for an in situ heater test at Horonobe underground research laboratory. Geosyst Eng 22(5):289–298

    Article  Google Scholar 

  • Lloret A, Villar MV (2007) Advances on the knowledge of the thermo-hydromechanical behaviour of heavily compacted FEBEX bentonite. Phys Chem Earth 32(s8–14):701–715

    Article  Google Scholar 

  • Lloret A, Villar MV, Sanchez M, Gens A, Pintado X, Alonso EE (2003) Mechanical behaviour of heavily compacted bentonite under high suction changes. Géotechnique 53(1):27–40

    Article  Google Scholar 

  • Nguyen TS, Li Z, Garitte B, Barnichon JD (2019) Modelling a heater experiment for radioactive waste disposal. Environ Geotech 6(2):87–100

    Article  Google Scholar 

  • Nowamooz H, Masrouri F (2008) Hydromechanical behaviour of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Eng Geol 101(3–4):154–164

    Article  Google Scholar 

  • Nowamooz H, Masrouri F (2009) Relationships between soil fabric and suction cycles in compacted swelling soils. Eng Geol 114:444–455

    Article  Google Scholar 

  • Nowamooz H, Masrouri F (2010) Mechanical behaviour of expansive soils after several drying and wetting cycles. Geomech Geoeng Int J 5(4):213–221

    Article  Google Scholar 

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

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Rutqvist J, Barr D, Birkholzer JT, Chijimatsu M, Kolditz O, Liu Q, Oda Y, Wang W, Zhang C (2008) Results from an international simulation study on coupled thermal, hydrological, and mechanical processes near geological nuclear waste repositories. Nucl Technol 163:101–109

    Article  Google Scholar 

  • Sánchez M, Gens A, Guimarães L, Olivella S (2005) A double structure generalized plasticity model for expansive materials. Int J Numer Anal Meth Geomech 29:751–787

    Article  Google Scholar 

  • Sánchez M, Villar MV, Gens A, Olivella SN, Guimaraes L (2007) Modelling the effect of temperature on unsaturated swelling clays. In: Proceedings of the 10th international symposium on numerical models in geomechanics (Numog X), Rhodes, Greece, pp 57–62

  • Schafers A, Gens A, Rodriguez-Dono A, Baxter S, Tsitsopoulos V et al (2020) Increasing understanding and confidence in THM simulations of engineered barrier systems. Environ Geotech 7(1):59–71

    Article  Google Scholar 

  • Schanz T, Datcheva M, Nguyen-Tuan L (2011) Back analysis of a coupled thermo-hydro-mechanical model based on instrumented constant volume column test, coupled problems 2011. In: Papadrakakis M, Oñate E, Schreer B (eds) IV international conference on computational methods for coupled problems in science and engineering, 20–22 June, 2011, Kos Island, Greece

  • Tang AM, Cui YJ (2009) Modelling the thermomechanical volume change behaviour of compacted expansive clays. Géotechnique 59:185–195

    Article  Google Scholar 

  • Tang AM, Cui YJ, Barnel N (2008) Thermo-mechanical behaviour of a compacted swelling clay. Géotechnique 58(1):45–54

    Article  Google Scholar 

  • Thomas HR, Cleall PJ (1999) Inclusion of expansive clay behaviour in coupled thermo hydraulic mechanical models. Eng Geol 54(1–2):93–108

    Article  Google Scholar 

  • Villar MV, Garciasineriz JL, Barcena I, Lloret A (2005) State of the bentonite barrier after five years operation of an in situ test simulating a high level radioactive waste repository. Eng Geol 80(3):75–198

    Google Scholar 

  • Villar MV, Martín PL, Bárcena I, García-Siñeriz JL, Gómez-Espina R, Lloret A (2012) Long-term experimental evidences of saturation of compacted bentonite under repository conditions. Eng Geol 149–150:57–69

    Article  Google Scholar 

  • Wang XR (2016) Numerical analysis of thermo-hydro-mechanical (THM) processes in the clay based material, Ph.D. thesis, Technische Universität Dresden, Dresden, German

  • Wang G, Wei X (2015) Modeling swelling–shrinkage behavior of compacted expansive soils during wetting–drying cycles. Can Geotech J 52:783–794

    Article  Google Scholar 

  • Wang Q, Tang AM, Cui YJ, Barnichon JD, Ye WM (2013) Investigation of the hydro-mechanical behaviour of compacted bentonite/sand mixture based on the BExM model. Comput Geotech 54:46–52

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Wieczorek K, Gaus I, Mayor JC, Schuster K, García-Siñeriz J-L, Sakaki T (2017) In-situ experiments on bentonitebased buffer and sealing materials at the Mont Terri rock laboratory (Switzerland). Swiss J Geosci 5:255–270

    Article  Google Scholar 

  • Xu L, Ye WM, Chen YG, Cui YJ (2016) Experimental investigations on thermo-hydro-mechanical properties of compacted GMZ01 bentonite-sand mixture using as buffer materials. Eng Geol 213:46–54

    Article  Google Scholar 

  • Yan RT, Zhang Q (2019) A constitutive model of expansive clay considering thermo-hydro-mechanical coupling effect. Environ Earth Sci 78:277. https://doi.org/10.1007/s12665-019-8275-3

  • Ye WM, Zhang YW, Chen YG, Chen B, Cui YJ (2013) Experimental study on the thermal volumetric behaviour of highly compacted GMZ01 bentonite. Appl Clay Sci 83–84:210–216

    Article  Google Scholar 

  • Ye WM, Wang Y, Wang Q, Chen B, Chen YG (2020) Stress-dependent temperature effect on the swelling behavior of compacted GMZ bentonite. Bull Eng Geol Env. https://doi.org/10.1007/s10064-020-01801-2

    Article  Google Scholar 

  • Zhang F, Ye WM, Wang Q, Chen YG, Chen B (2019) Effective stress incorporating osmotic suction and volume change behavior of compacted GMZ01 bentonite. Acta Geotech. https://doi.org/10.1007/s11440-019-00906-7

    Article  Google Scholar 

  • Zhao JB, Chen L, Collin F, Liu YM, Wang J (2016) Numerical modeling of coupled thermal-hydro-mechanical behavior of GMZ bentonite in the China-Mock-up test. Eng Geol 214:116–126

    Article  Google Scholar 

  • Zheng LG, Rutqvist J, Xu H, Birkholzer Jens T (2017) Coupled THMC models for bentonite in an argillite repository for nuclear waste: illitization and its effect on swelling stress under high temperature. Eng Geol 230:118–129

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful to the National Key Research and Development Program of China (2017YFE0119500, 2019YFC1509900), National Natural Science Foundation of China (41807237, 42002289, 41907231), Shanghai Natural Science Foundation (18ZR1440500), and the Fundamental Research Funds for the Central Universities (22120210039) for their financial support.

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Wang, Q., Su, W., Ye, W. et al. Analysing the volume change behaviour of compacted bentonites upon THM processes based on the framework of BExM model. Environ Earth Sci 80, 615 (2021). https://doi.org/10.1007/s12665-021-09885-z

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