Effect of thermal aging at 165 °C–200 °C on bentonite performance
Source abstract
Abstract
The engineered barrier system in the deep geological repository will encounter varying design loads (hydraulic, mechanical, thermal and chemical) over time. The bentonite buffer may remain dry for long periods of time locally, where access to water from the host rock is low, and consequently, heat may build up increasing the buffer temperature leading to dehydration of smectite. The temperature for complete removal of interlayer water on the smectite is within >150 °C and depends on among others exchangeable cation, smectite type and confining pressure. Although dehydration reactions can be considered reversible, complete dehydration may lead to irreversible alterations. The objective of this work was to determine the effect of thermal aging on bentonite buffer performance. Bentonite from Wyoming was thermally aged at 165 °C, 180 °C or 200 °C for 4 weeks, 8 weeks or 20 weeks in a dry, unsaturated state. Thereafter, bentonite was cooled down to room temperature and its properties and performance were evaluated determining the mineralogy by X-ray diffraction (XRD), cation exchange capacity (CEC), swelling index, and performing swelling pressure and hydraulic conductivity tests. Swiss repository conditions were applied for this work using granular bentonite mixture (GBM) and a target dry density of 1450 kg/m 3 and Opalinus Clay synthetic porewater (TDS of 16.92 g/l) in swelling pressure and hydraulic conductivity experiments. Mineralogical changes observed include dehydration of gypsum and change in clay suspension color indicating small changes in iron oxide mineral phases or contents. No impact on the swelling pressure was noted due to thermal aging, but thermally aged samples had a factor of 1.8 higher hydraulic conductivity compared to references. In addition, up to 4 % decrease in apparent CEC, and up to 25 % decrease in swelling index and faster settling of clay suspensions were observed to occur with thermal aging time and temperature. One potential explanation for observed changes is partial fixation of exchangeable cations and consequent changes in particle size due to heat exposure.
Source: expertdata · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Clay minerals and soil interactions · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (39)
Show source-provided references
1. The plastic behaviour and compression of bentonite clay under heating effect10.1016/j.csite.2024.104543 ↗
2. Determination of the cation exchange capacity of clays with copper complexes revisited10.1180/0009855054040182 ↗
3. ASTM D 5084-03 · 2003
4. ASTM D 5890-11 · 2011
5. Long-term thermal loading study on the dehydration behavior of Ca-bentonites of Ünye (Ordu, NE Turkey)10.1007/s10973-021-10647-z ↗
6. Diodimis · 2016
7. Characterization of the Second Package of the Alternative Buffer Material (ABM) Experiment – II Exchangeable Cation Population Rearrangement10.1346/CCMN.2017.064052 ↗
8. Modification of the cation exchange population and CEC values of reacted bentonites of the third retrieved package of the alternative buffer material (ABM-5) experiment operated at up to 250°C
9. The preparation of oriented clay mineral specimen for x-ray diffraction analysis by a filter-membrane peel technique
10. Characterization of bentonites from the in situ ABM5 heater experiment at Äspö Hard Rock Laboratory
11. Garitte · 2015
12. Verlust der Austauschfähigkeit von Lithiumionen an Bentonit durch Erhitzung10.1002/zaac.19502620114 ↗
13. Structural evolution during the dehydration of gypsum materials10.1180/minmag.2009.073.3.421 ↗
14. Jenni · 2019
15. Influence of thermal loading on index and physicochemical properties of Barmer bentonite10.1016/j.clay.2018.07.039 ↗
16. Probing subtle alterations of smectite layer charge by the spectroscopic O–D method in bentonite from the Alternative Buffer Materials tests in Äspö, Sweden10.1016/j.clay.2024.107641 ↗
17. Mineralogy and sealing properties of various bentonites and smectite-rich clay materials
18. Geochemical, geotechnical, and microbiological changes in Mg/Ca bentonite after thermal loading at 150°C10.3390/min11090965 ↗
19. Stability of bentonites in salt solutions II. Potassium chloride solution — initial step of illitization?10.1016/j.clay.2010.04.009 ↗
20. Interaction of magnesium cations with dioctahedral smectites under HLRW repository conditions10.1346/CCMN.2016.064041 ↗
21. Kiviranta · 2011
22. Kiviranta · 2018
23. The HotBENT Experiment: objectives, design, emplacement and early transient evolution10.1144/geoenergy2023-021 ↗
24. Thermal loading of smectite-rich rocks: Natural processes vs. laboratory experiments10.1016/j.clay.2005.01.002 ↗
25. The reversibility of interlayer ion fixation in the smectite of BCV 2017 bentonite during long-term heating in air at 200°C, a detailed mineralogical study10.1016/j.clay.2025.107773 ↗
26. Long-term effects of an iron heater and Äspö groundwater on smectite clays: Chemical and hydromechanical results from the in situ alternative buffer material (ABM) test package 210.1180/claymin.2016.051.2.02 ↗
27. Mäder · 2022
28. Determination of the cation exchange capacity (CEC) of clay minerals using the complexes of copper(II) ion with triethylenetetramine and tetraethylenepentamine10.1346/CCMN.1999.0470315 ↗
29. Moore · 1989
30. Olin · 2024
31. Thermal behavior of groundwater-saturated Korean buffer under the elevated temperature conditions: In-situ synchrotron X-ray powder diffraction study for the montmorillonite in Korean bentonite10.1016/j.net.2020.10.012 ↗
32. Posiva SKB · 2017
33. Kinetics of rehydration in smectite and its application to water resorption in bentonites10.1016/j.clay.2025.107813 ↗
34. The use of clay as an engineered barrier in radioactive waste management — a review10.1346/CCMN.2013.0610601 ↗
35. Svensson · 2023
36. Characteristics of variably saturated granular bentonite after long-term storage at near-field relevant temperatures10.1180/claymin.2013.048.2.14 ↗
37. Thermodynamic modelling of clay dehydration, stability and compositional evolution with temperature, pressure and H2O activity10.1016/j.gca.2009.07.035 ↗
38. Heating and hydration of a column of bentonite pellets for 10 years: Postmortem characterisation
39. Effect of thermal aging on physical properties of MX80 bentonite under high-temperature conditions10.1016/j.enggeo.2022.106822 ↗