The hydration of bentonite buffer material revealed by modeling analysis of a long-term in situ test
Source abstract
Abstract
Abstract The hydration of a bentonite barrier in the early stage of a geologic nuclear waste repository with a bentonite buffer is a critical issue for its long-term performance and safety because bentonite might be permanently altered and subsequently affect the function of bentonite barrier. Large scale in situ testing integrated with modeling analysis is an effective way to study the key processes affecting the hydration of a bentonite barrier. In this paper, through the comparison between coupled thermal, hydrological, mechanical, and chemical (THMC) models and data from a long term in situ test, we attempt to pinpoint the importance of non-Darcian flow, thermal osmosis, and hydro-mechanical coupling (porosity and permeability change due to swelling) to the hydration rate of the bentonite barrier under heating conditions. We found that a TH model equipped with non-Darcian flow severely underestimates the relative humidity and water content measured in the bentonite. Calibration of the parameters associated with relative permeability overshadows the contribution of non-Darcian flow, and non-Darcian flow under unsaturated conditions is not yet fully understood. An empirical relationship between saturated permeability and dry density was found to work better than a saturated permeability that is the function of effective stress in matching the relative humidity, water content data, and the chloride concentration in pore water. We also found that chemical data are actually helpful in calibrating the THM model. A question regarding the relevance of thermal osmosis to the hydration process, in terms of matching models and data, remains unanswered. Although a THMC model with thermal osmosis matches all THMC data nicely, similar goodness-of-fit can also be achieved by a THMC model without thermal osmosis but with lower permeability. We learned that the robustness of the model could be increased if the model is tested against long-term data and multiple types of data, and given that non-uniqueness is inevitable, more independent measurements of key parameters and multi-scale and multi-physics tests may help approximate the right model for evaluating the safety of the repository.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Groundwater flow and contamination studies · Landfill Environmental Impact Studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (62)
Show source-provided references
1. Bentonite THM behaviour at high temperatures: experimental and numerical analysis10.1680/geot.2009.59.4.307 ↗
2. The FEBEX Bechmark test. Case Definition and comparison of modelling approaches10.1016/j.ijrmms.2005.03.004 ↗
3. Dismantling of the Heater 1 at the FEBEX “in situ” test. Description of operations
4. Thermo-hydro-mechanical characterization of a bentonite-based buffer material by laboratory tests and numerical back analyses10.1016/S1365-1609(00)00067-8 ↗
5. Box · 1987
6. Porewater chemistry in compacted re-saturated MX-80 bentonite10.1016/S0169-7722(02)00125-0 ↗
7. Modeling coupled THM processes of geological porous media with multiphase flow: theory and validation against laboratory and field scale experiments10.1016/j.compgeo.2009.06.001 ↗
8. Model development and calibration for the coupled thermal, hydraulic and mechanical phenomena of the bentonite10.1007/s00254-008-1401-2 ↗
9. Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions10.1016/j.pce.2008.10.017 ↗
10. Laboratory measurement of compaction- induced permeability change in porous rocks: implications for the generation and maintenance of pore pressure excess in the crust10.1007/BF00874337 ↗
11. Thermo-osmosis through compacted saturated clay membranes10.2136/sssaj1969.03615995003300060012x ↗
12. ENRESA · 2000
13. Full-scale engineered barriers experiment updated final report 1994–2004
14. Fernández · 2003
15. Pore water chemistry of the FEBEX bentonite
16. Fernández · 2018 · 256
17. FEBEX-DP Dismantling of the heater 2 at the FEBEX “in situ” test
18. Analysis of a full scale in situ test simulating repository conditions10.1002/(SICI)1096-9853(199807)22:7<515::AID-NAG926>3.0.CO;2-8 ↗
19. A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation10.1680/geot.2009.59.4.377 ↗
20. Effective stress law for the permeability of a limestone10.1016/j.ijrmms.2008.05.006 ↗
21. Porothermoelasticity for swelling shales10.1016/S0920-4105(02)00159-6 ↗
22. Comparative modelling of the coupled thermal-hydraulic-mechanical (THM) processes in a heated bentonite pellet column with hydration10.1007/s12665-018-7255-3 ↗
23. Hydration of the bentonite buffer in a KBS-3 repository10.1016/j.clay.2003.12.034 ↗
24. Thermal constrains on disposal of heat-emitting waste in argillaceous rocks10.1016/0013-7952(95)00046-1 ↗
25. Itasca · 2009
26. Coupled thermo-hydro-mechanical modelling of bentonite buffer material10.1002/(SICI)1096-9853(199910)23:12<1281::AID-NAG32>3.0.CO;2-I ↗
27. Re-saturation of compacted bentonite under repository-relevant flow conditions10.1016/j.gete.2018.09.003 ↗
28. Kuhlman · 2014
29. Permeability of Wilcox shale and its effective pressure law10.1029/2001JB000273 ↗
30. Lanyon · 2016
31. On the relationship between water flux and hydraulic gradient for unsaturated and saturated clay10.1016/j.jhydrol.2012.09.057 ↗
32. State surfaces for partially saturated soils
33. Advances on the knowledge of the thermo-hydro-mechanical behaviour of heavily compacted “FEBEX” bentonite10.1016/j.pce.2006.03.002 ↗
34. Volume change characteristics of partially saturated soils10.1680/geot.1968.18.4.432 ↗
35. Modelling the FEBEX THM experiment using a state surface approach10.1016/j.ijrmms.2005.03.005 ↗
36. Pruess · 1999
37. Analysis of thermal-hydrologic-mechanical behavior near an emplacement drift at Yucca Mountain10.1016/S0169-7722(02)00184-5 ↗
38. Coupled thermo-hydro-mechanical analysis of a heater test in fractured rock and bentonite at Kamaishi mine–comparison of field results to predictions of four finite element codes10.1016/S1365-1609(00)00069-1 ↗
39. Sacchi · 2000 · 185
40. Inverse modeling of multicomponent reactive transport through single and dual porosity media10.1016/j.jconhyd.2008.03.008 ↗
41. Coupled thermo-hydro-chemical models of compacted bentonite after FEBEX in situ test10.1016/j.apgeochem.2007.11.010 ↗
42. A revisited thermal, hydrodynamic, chemical and mechanical model of compacted bentonite for the entire duration of the FEBEX in situ test10.1016/j.clay.2018.02.019 ↗
43. A double structure generalized plasticity model for expansive materials10.1002/nag.434 ↗
44. Thermal–hydraulic–mechanical (THM) behaviour of a large-scale in situ heating experiment during cooling and dismantling10.1139/t2012-076 ↗
45. THM analysis of a large-scale heating test incorporating material fabric changes10.1002/nag.1011 ↗
46. The effect of coupled transport phenomena in the Opalinus clay and implications for radionuclide transport10.1016/S0169-7722(01)00140-1 ↗
47. A fully coupled thermo-hydro-mechanical model for simulating multiphase flow, deformation and heat transfer in buffer material and rock masses10.1016/j.ijrmms.2009.11.002 ↗
48. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils10.2136/sssaj1980.03615995004400050002x ↗
49. Thermo-hydro-mechanical characterisation of a bentonite from Cabo de Gata
50. State of the bentonite barrier after five years operation of an in situ test simulating a high level radioactive waste repository10.1016/j.enggeo.2005.05.001 ↗
51. FEBEX-DP onsite analyses report
52. Hydraulic and mechanical properties of compacted bentonite after 18 years in barrier conditions10.1016/j.clay.2017.12.045 ↗
53. Xu · 2014
54. A coupled THMC model of FEBEX mock-up test10.1016/j.pce.2008.10.023 ↗
55. Inverse hydrochemical models of aqueous extracts tests10.1016/j.pce.2008.05.012 ↗
56. A coupled THMC model of a heating and hydration laboratory experiment in unsaturated compacted FEBEX bentonite10.1016/j.jhydrol.2010.03.009 ↗
57. A coupled THC model of the FEBEX in situ test with bentonite swelling and chemical and thermal osmosis10.1016/j.jconhyd.2011.06.003 ↗
58. On the impact of temperatures up to 200 °C in clay repositories with bentonite engineer barrier systems: a study with coupled thermal, hydrological, chemical, and mechanical modeling10.1016/j.enggeo.2015.08.026 ↗
59. Zheng · 2015
60. Zheng · 2016
61. Coupled THMC models for bentonite in an argillite repository for nuclear waste: Illitization and its effect on swelling stress under high temperature10.1016/j.enggeo.2017.10.002 ↗
62. Coupled Field in a deformable unsaturated medium10.1016/S0020-7683(98)00268-6 ↗