Many safety functions required of the compacted bentonite buffer in the KBS-3 concept rely on processes influenced by the composition of the pore water. Important safety-relevant processes are related to the bentonite buffer,e.g.swelling, precipitation and dissolution reactions, and transport of water, colloids and ions. One of the methods used in analysing pore water in compacted bentonite is the ‘squeezing technique’. Various possible artefacts which can occur during squeezing, such as mixing of different pore-water types, dissolution of accessory minerals and cation exchange, need special attention.The present work describes the methodology for studying the composition of the non-interlamellar pore water by combining squeezing methods, chemical analyses, microstructure measurements and geochemical modelling. Four different maximum pressures were used to squeeze the compacted bentonite pore water. The origin of the pore water was studied by analysing the bentonite microstructure both before and after squeezing using SAXS and NMR, the cation exchange and dissolution reactions were studied by chemical analyses and geochemical modelling.The pore-water yield increased from 32 to 48 wt.% from the initial amount of porewater in the samples when the maximum squeezing pressure was increased from 60 MPa to 120 MPa. About 35 wt.% of the water collected originated from the interlamellar (IL) pores. The ratio between IL and non-IL pore waters as well as the composition of the squeezed porewater was constant in the squeezing-pressure range used. The results of microstructural measurements by SAXS were in perfect agreement with previous studies (e.g.Muurinen & Carlsson, 2013). The dissolving accessory minerals have an effect on the ratio of the cations in the squeezed solution while the migration of anions in bentonite seems to be diffusion limited. According to geochemical modelling the chloride concentration of the non-IL pore water in compacted bentonite before squeezing was 0.34 Mgreater than in the squeezed pore water due to the mixing of two main water types.

Bentonite clay is proposed to be a buffer material in the KBS-3 method of deep geological disposal of spent nuclear fuel in Sweden and Finland. It is essential to know the long term behaviour of the material when evaluating the safety performance of the barrier system. Therefore, various experiments and modelling have been carried out with bentonite in different conditions during the last decades. However, most of the laboratory experiments in controlled conditions last less than few years only.In this study 15 years old compacted MX-80 bentonite samples were studied. They stayed closed in a copper canister in contact with low salinity groundwater both in aerobic and anaerobic conditions. After dismantling the experiment a thorough characterization was carried out, including analysis of chemical composition of bentonite and external solution, clay microstructure, mineralogy and microbial activity.In this presentation the focus is on the microstructural features of the samples. Small-angle X-ray scattering (SAXS), nuclear magnetic resonance (NMR) and anion exclusion measurement were used to investigate the nano and micro porosity features of the material. The results are compared with similar analysis of MX-80 samples prepared in the laboratory and with short time equilibration with external solution. Calculations based on SAXS data give similar results but there are differences for NMR based results. This could be caused by dissimilarities of between the samples at the mesoscale level. No differences were observed between the oxic and anoxic conditions suggesting no influence of redox conditions on the bentonite microstructure.

Disposal of Finnish spent nuclear fuel is planned to be based on the KBS-3 repository concept. The role of the bentonite buffer in this concept is essential, and thus the behaviour of the bentonite has to be known. The experiments in this paper concentrated on providing information about the effects of carbon dioxide CO2(g) partial pressure on compacted sodium bentonite, giving an insight into the buffering capacity. The experimental setup consisted of a hermetic box which had a CO2-adjusted atmosphere, and the bentonite was in contact with this atmosphere through water reservoirs. The results indicated that it is possible to measure online the changing pH in the porewater inside compacted bentonite using IrOx electrodes. It was found that the pH fell if the CO2 partial pressure increased above atmospheric conditions. The experimental results indicated a greater fall in pH than in our model in the test cases where CO2 was present. The pH in the experiment with 0 PCO2 remained nearly constant throughout the 5 month period. On the other hand, the pH dropped to near 6 with 0.3 PCO2 and to 5.5 with 1 PCO2.

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