Open Access
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 18005
Number of page(s) 6
Section Nuclear Waste Disposals
Published online 12 September 2016
  1. E.E. Alonso, A. Gens, A. Josa, A constitutive model for partially saturated soils, Géotechnique. 40 (1990) 405–430 [CrossRef] [Google Scholar]
  2. M. Laitinen, Numerrin 4.0 Manual, (2013) [Google Scholar]
  3. S.W. Sloan, A.J. Abbo, D. Sheng, Refined explicit integration of elastoplastic models with automatic error control, Eng. Comput. 18 (2001) 121–194. [CrossRef] [Google Scholar]
  4. W.T. Sołowski, D. Gallipoli, Explicit stress integration with error control for the Barcelona Basic Model: Part I: Algorithms formulations, Comput. Geotech. 37 (2010) 59–67. [CrossRef] [Google Scholar]
  5. L.A. Richards, Capillary conduction of liquids through porous mediums, J. Appl. Phys. 1 (1931) 318–333. [Google Scholar]
  6. K. Kröhn, Simulating non-isothermal water uptake of compacted bentonite without coupling of hydraulics to mechanics, Appl. Clay. Sci. 47 (2010) 28–35. [CrossRef] [Google Scholar]
  7. A. Schofield, P. Wroth, Critical state soil mechanics, (1968). 8. [Google Scholar]
  8. M.T. Van Genuchten, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J. 44 (1980) 892–898. [Google Scholar]
  9. R.H. Brooks, A. Corey, Properties of porous media affecting fluid flow, Journal of the Irrigation and Drainage Division. 92 (1966) 61–90. [Google Scholar]
  10. J. Lämsä, Measuring Water Transport and Deformations in MX-80 -Bentonite with X-Ray Micro Tomography, MSc thesis (in Finnish) ed., University of Jyväskylä, Jyväskylä, 2015. [Google Scholar]
  11. T. Harjupatana, J. Alaraudanjoki, M. Kataja, X-ray tomographic method for measuring three-dimensional deformation and water content distribution in swelling clays, Appl. Clay. Sci. 114 (2015) 386–394. [CrossRef] [Google Scholar]
  12. E. Toprak, N. Mokni, S. Olivella, X. Pintado, Thermo-hydro-mechanical modelling of buffer, synthesis report. (2013). [Google Scholar]
  13. M. Villar, M. Sánchez, A. Gens, Behaviour of a bentonite barrier in the laboratory: Experimental results up to 8years and numerical simulation, Physics and Chemistry of the Earth, Parts A/B/C. 33 (2008) S476–S485. [Google Scholar]
  14. L. Nguyen-Tuan, M. Datcheva, M. Khan, T. Schanz, Numerical Investigation and Back Analysis for High Swelling Pressure in Constant Volume Test, (2011). [Google Scholar]
  15. O. Kristensson, M. Åkesson, Mechanical modeling of MX-80–Quick tools for BBM parameter analysis, Physics and Chemistry of the Earth, Parts A/B/C. 33 (2008) S508–S515. [CrossRef] [Google Scholar]
  16. M. Villar, MX-80 bentonite, thermo-hydro-mechanical characterisation performed at CIEMAT in the context of the prototype project, Informes Técnicos Ciemat. 1053 (2005) 39. [Google Scholar]
  17. D. Marcial, P. Delage, Y.J. Cui, Hydromechanical couplings in confined MX80 bentonite during hydration, (2008). [Google Scholar]
  18. A. Kuusela-Lahtinen, G. Sinnathamby, J. Mendez, W. Sołowski, D. Gallipoli, X. Pintado, L. Korkiala-Tanttu, Estimation of water retention behaviour of bentonite partially saturated with saline solution, (2016). [Google Scholar]

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