References
- A. GENS et al., “A Full-Scale In Situ Heating Test for High-Level Nuclear Waste Disposal: Observation, Analysis and Interpretation,” Geotechnique, 59, 377 (2009); https://doi.org/10.1680/geot.2009.59.4.377.
- M. C. CHESHIRE et al., “Fe-Saponite Growth on Low-Carbon and Stainless Steel in Hydrothermal-Bentonite Experiments,” J. Nucl. Mater., 511, 353 (2018); https://doi.org/10.1016/j.jnucmat.2018.09.038.
- W. J. CHO, J. O. LEE, and S. KWON, “Analysis of Thermo-Hydro-Mechanical Process in the Engineered Barrier System of a High-Level Waste Repository,” Nucl. Eng. Des., 240, 1688 (2010); https://doi.org/10.1016/j.nucengdes.2010.02.027.
- P. WERSIN, P. L. H. JOHNSON, and M. SNELLMAN, “Impact of Iron Released from Steel Components on the Performance of the Bentonite Buffer: A Preliminary Assessment Within the Framework of the KBS-3H Disposal Concept,” Mat. Res. Soc. Symp. Proc., 932, 95 (2006); https://doi.org/10.1557/PROC-932-117.1.
- S. YOON et al., “Specific Heat Capacity Model for Compacted Bentonite Buffer Materials,” Ann. Nucl. Energy, 125, 18 (2019); https://doi.org/10.1016/j.anucene.2018.10.045.
- D. A. DIXON, M. N. GRAY, and A. W. THOMAS, “A Study of the Compaction Properties of Potential Clay-Sand Buffer Mixtures for Use in Nuclear Fuel Waste Disposal,” Eng. Geol., 21, 247 (1985); https://doi.org/10.1016/0013-7952(85)90015-8.
- O. KARNLAND, “Chemical and Mineralogical Characterization of the Bentonite Buffer for the Acceptance Control Procedure in a KBS-3 Repository,” SKB TR-10-60, Kärnbränslehantering AB (2010).
- J. O. LEE, K. BIRCH, and H. J. CHOI, “Coupled Thermal-Hydro-Analysis of Unsaturated Buffer and Backfill in a High-Level Waste Repository,” Ann. Nucl. Energy, 72, 63 (2014); https://doi.org/10.1016/j.anucene.2014.04.027.
- A. LLORET et al., “Mechanical Behaviour of Heavily Compacted Bentonite Under High Suction Changes,” Geotechnique, 53, 27 (2003); https://doi.org/10.1680/geot.2003.53.1.27.
- B. M. DAS, Principle of Geotechnical Engineering, 6th ed., Nelson (2006).
- V. R. OUHADI et al., “Effect of Temperature on the Re-Structuring of the Microstructure and Geo-Environmental Behavior of Smectite,” Appl. Clay Sci., 47, 2 (2010); https://doi.org/10.1016/j.clay.2008.08.008.
- S. YOON et al., “Thermal Conductivity of Korean Compacted Bentonite Buffer Materials for a Nuclear Waste Repository,” Energies, 11, 2269 (2018); https://doi.org/10.3390/en11092269.
- J. O. LEE, W. J. CHO, and S. KWON, “Suction and Water Uptake in Unsaturated Compacted Bentonite,” Ann. Nucl. Energy, 38, 520 (2011); https://doi.org/10.1016/j.anucene.2010.09.016.
- Y. TAKAYAMA et al., “Constitutive Modeling for Compacted Bentonite Buffer Materials as Unsaturated and Saturated Porous Media,” Soils Found., 57, 80 (2017); https://doi.org/10.1016/j.sandf.2017.01.006.
- F. ZHANG et al., “Effect of Degree of Saturation on the Unconfined Compressive Strength of Natural Stiff Clays with Consideration of Air Entry Value,” Eng. Geol., 237, 140 (2018); https://doi.org/10.1016/j.enggeo.2018.02.013.
- Y. WATABE, J. P. LeBIHAN, and S. LEROUEIL, “Probabilistic Modelling of Saturated/Unsaturated Hydraulic Conductivity for Compacted Glacial Tills,” Géotechnique, 56, 4, 273 (2006); https://doi.org/10.1680/geot.2006.56.4.273.
- C. HOFFMANN, E. E. ALONSO, and E. ROMERO, “Hydro-Mechanical Behavior of Bentonite Pellet Mixture,” Phys. Chem. Earth, 32, 832 (2007); https://doi.org/10.1016/j.pce.2006.04.037.
- E. ROMERO, M. V. VILLAR, and A. LLORET, “Thermo-Hydro-Mechanical Behavior of Two Heavily Overconsolidated Clays,” Eng. Geol., 81, 255 (2005); https://doi.org/10.1016/j.enggeo.2005.06.011.
- M. V. VILLAR and A. LLORET, “Influence of Temperature on the Hydro-Mechanical Behavior of a Compacted Bentonite,” Appl. Clay Sci., 26, 337 (2004); https://doi.org/10.1016/j.clay.2003.12.026.
- M. V. VILLAR, P. L. MARTIN, and J. M. BARCALA, “Modification of Physical, Mechanical and Hydraulic Properties of Bentonite by Thermo-Hydraulic Gradients,” Eng. Geol., 81, 284 (2005); https://doi.org/10.1016/j.enggeo.2005.06.012.
- M. YOU et al., “Chemical and Mineralogical Characterization of Domestic Bentonite for a Buffer of an HLW Repository,” KAERI/TR-6182, Korea Atomic Energy Research Institute (2015).
- WP4C Dew Point Potentiometer Operator’s Manual, Decagon Devices, Inc (2015).
- R. BROOKS and A. COREY, “Hydraulic Properties of Porous Media,” Hydrology Paper 3, Colorado State University (1964).
- M. T. VAN GENUCHTEN, “A Closed Form Equation Predicting the Hydraulic Conductivity of Unsaturated Soils,” Soil Sci. Soc. Amer. J., 44, 892 (1980); https://doi.org/10.2136/sssaj1980.03615995004400050002x.
- W. R. GARDNER, “Some Steady-State Solutions of the Unsaturated Moisture Flow Equation with Application to Evaporation from a Water Table,” Soil Sci., 85, 4, 228 (1958).
- D. G. FREDLUND and A. XING, “Equations for the Soil-Water Characteristic Curve,” Can. Geotech. J., 31, 4, 521 (1994); https://doi.org/10.1139/t94-061.
- C. R. McKEE and A. C. BUMB, “Flow-Testing Coalbed Methane Production Wells in the Presence of Water and Gas,” Soc. Pet. Eng. Form. Eval., 2, 4, 599 (1987); https://doi.org/10.2118/14447-PA.
- C. R. McKEE and A. C. BUMB, “The Importance of Unsaturated Flow Parameters in Designing a Hazardous Waste Site,” Proc. Natl. Conf. Hazardous Waste and Environmental Emergencies, Houston, Texas, 1984, p. 50, Hazardous Materials Control Research Institute (1984).
- G. S. GUAN, H. RAHARDJO, and L. E. CHOON, “Shear Strength Equations for Unsaturated Soil Under Drying and Wetting,” J. Geotech. Geoenviron. Eng., 136, 4, 594 (2010); https://doi.org/10.1061/(ASCE)GT.1943-5606.0000261.
- I. M. LEE, S. G. SUNG, and G. C. CHO, “Effect of Stress State on the Unsaturated Shear Strength of a Weathered Granite,” Can. Geotech. J., 42, 624 (2005); https://doi.org/10.1139/t04-091.
- M. A. TEKINSOY et al., “An Equation for Predicting Shear Strength Envelope with Respect to Matric Suction,” Comput. Geotech., 31, 589 (2004); https://doi.org/10.1016/j.compgeo.2004.08.001.
- Q. ZHAI and H. RAHARDJO, “Determination of Soil-Water Characteristic Curve Variables,” Comput. Geotech., 42, 37 (2012); https://doi.org/10.1016/j.compgeo.2011.11.010.
- A. SOLTANI et al., “A Simplified Method for Determination of the Soil-Water Characteristic Curve Variables,” Int. J. Geotech. Eng., 13, 316 (2019); https://doi.org/10.1080/19386362.2017.1344450.
- J. H. ANTHONY, Probability and Statistics for Engineers and Scientists, 4th ed., Thomson Brooks/Cole (2012).
- G. HU et al., “Variation in Soil Temperature From1980 to 2015 in Permafrost Regions on the Qinghai-Tibetan Plateau Based on Observed and Reanalysis Products,” Geoderma, 337, 893 (2019); https://doi.org/10.1016/j.geoderma.2018.10.044.
- P. DELAGE et al., “Ageing Effects in a Compacted Bentonite: A Microstructure Approach,” Geotechnique, 56, 5, 291 (2006); https://doi.org/10.1680/geot.2006.56.5.291.
- J. RUTQVIST et al., “Modeling of Coupled Thermo-Hydro-Mechanical Processes with Links to Geochemistry Associated with Bentonite-Backfilled Repository Tunnels in Clay Formations,” Rock Mech. Rock Eng., 47, 167 (2014); https://doi.org/10.1007/s00603-013-0375-x.
- M. V. VILLAR, “Thermo-Hydro-Mechanical Characterization and Process in the Clay Barrier of a High Level Radioactive Waste Repository,” Informes Técnicos Ciemat, 1044 ( Oct. 2004).
- J. ATKINSON, The Mechanics of Soils and Foundations, 2nd ed., CRC Press (2007).
- W. J. LIKOS, N. LU, and J. W. GODT, “Hysteresis and Uncertainty in Soil Water-Retention Curve Parameters,” J. Geotech. Geoenviron. Eng., 140, 4, 1 (2014); https://doi.org/10.1061/(ASCE)GT.1943-5606.0001071.
- L. NGUYEN-TUAN, “Coupled Thermo-Hydro-Mechanical Analysis: Experiment and Back Analysis,” PhD Thesis, Ruhr-Universität Bochum (2014).