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RD&D-Programme 2004 - SKB

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Swelling properties<br />

The buffer must be able to swell to fill the space between canister and rock and to seal openings<br />

that may be caused by thermal and tectonic effects. The requisite expansion capacity of the<br />

buffer is estimated to correspond to a swelling pressure of at least approximately 1 MPa,<br />

which presumes a density of at least 1,900 kg/m 3 for MX-80 in the water-saturated state.<br />

Long-term stability<br />

Commercial bentonites are natural materials that were often formed tens of millions of years<br />

ago. This does not automatically mean that bentonite is stable in the repository environment.<br />

The investigations of the long-term properties of bentonite that have been done within and<br />

outside of <strong>SKB</strong>’s programme show, however, that compacted bentonite can retain its favourable<br />

properties for long periods of time and under varying chemical and thermal conditions.<br />

Microbial properties<br />

It has been found that bacterial growth can occur in MX-80 buffer with a density of up to<br />

1,700 kg/m 3 at water saturation, while 1,900 kg/m 3 does not allow any possibility of survival or<br />

reproduction of bacteria of the kind investigated in <strong>SKB</strong>’s research. This means that the latter<br />

density can be regarded as the minimum suitable.<br />

Gas conductivity<br />

The experiments that have been conducted under <strong>SKB</strong>’s auspices indicate that MX-80 bentonite<br />

can open up and release large quantities of hydrogen gas, which may be formed by corrosion<br />

of the iron insert in a defective canister. Unacceptable pressures in the canister and against the<br />

buffer can thereby be avoided in such a situation.<br />

Deformation properties<br />

The most important deformations in the buffer are upward expansion by displacement of the<br />

tunnel backfill and shear as a result of displacements in the rock. The upward-directed expansion<br />

can lift the tunnel floor, with fracture widening and greatly increased hydraulic conductivity<br />

as a consequence.<br />

Displacements in the rock can take place in the form of tectonic or thermally induced shear of<br />

fractures that intersect the deposition holes. Practical tests with MX-80 clay with a density of<br />

up to approximately 2,050 kg/m 3 and application of a semi-empirical rheological model have<br />

shown that anticipated rock movements do not cause buffer deformations that give rise to<br />

canister damage.<br />

Thermal properties<br />

The buffer’s capacity to transfer heat from canisters to rock is mainly important in that too low<br />

a thermal conductivity gives rise to high buffer temperature. This leads to altered solubilities<br />

of the buffer minerals and a vapour pressure that can cause expulsion of water vapour from the<br />

buffer through the overlying tunnel backfill. To minimize the negative effects of an excessively<br />

high temperature and temperature gradient, the maximum canister temperature has been set at<br />

100°C.<br />

Fabrication of buffer blocks is described in Chapter 10.2.2. Fabrication aspects are discussed in<br />

the following only insofar as they have a bearing on the research programme presented.<br />

Conclusions in RD&D 2001 and its review<br />

In its review of RD&D 2001, SKI points out that the buffer is essential for the repository,<br />

especially as protection for the canister, that <strong>SKB</strong>’s programme for the buffer appears to be<br />

194 RD&D-<strong>Programme</strong> <strong>2004</strong>

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