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RD&D-Programme 2004 - SKB

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Newfound knowledge since RD&D 2001<br />

Preliminary calculations have been made with 3DEC to investigate to what extent the tunnel<br />

backfill can limit the convergence of a deposition tunnel /19-50/. The general conclusion is that<br />

the tunnel backfill cannot contribute towards limiting convergence that is due to slow creep<br />

movements that take place in the rock within a distance of several tunnel diameters from the<br />

tunnel, although it may be sufficient to limit the scope of block breakout and the initiation and<br />

development of progressive failures in the rock nearest the tunnel walls.<br />

A literature study of creep in rock masses, and especially along fractures of different types<br />

(filled, unfilled), has been conducted and the results reported in preliminary form. One of the<br />

conclusions of the study is that the stress-strength ratio must exceed a certain threshold value in<br />

order for any creep to take place.<br />

<strong>Programme</strong><br />

A literature study will be conducted aimed at bounding the stress changes to which the host rock<br />

may be exposed over time as a consequence of slow tectonic movements.<br />

The modelling technique which was used in the preliminary modelling in the Rock-Backfill<br />

project is being systematized with the aid of data and conclusions from the literature study and<br />

applied generally to the host rock, above all to the various cavities. The objective is to be able to<br />

bound the possible convergence of tunnels and deposition holes that could occur as a result of<br />

the inherent time-dependent material properties of the rock mass.<br />

19.2.10 Erosion<br />

Erosion of the crystalline bedrock is judged to be limited under current climatic conditions in<br />

the areas being studied by <strong>SKB</strong>. Weathering of exposed rock is estimated to be on the order of<br />

a millimetre or so per thousand years /19-51/. A colder climate with permafrost can be expected<br />

to lead to increased weathering and erosion of exposed rock. The most extensive erosion is<br />

assumed to occur in conjunction with glaciations. The erosion in conjunction with glaciation<br />

is strongly linked to the basal conditions of the ice sheet. An ice sheet that is frozen to its bed<br />

preserves the bed, while an warm-based ice sheet that slides over its bed is expected to<br />

redistribute the loose soil layers and erode the bedrock. Erosion is further dealt with in<br />

Chapter 21.<br />

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

Long-term erosion of the geosphere has been judged by <strong>SKB</strong> to be of subordinate importance<br />

for the long-term performance and safety of the deep repository. In the review of SR 97, the<br />

authorities deemed the process as potentially unfavourable. In RD&D 2001, <strong>SKB</strong> wrote that<br />

they intended to study the process more closely.<br />

Newfound knowledge since RD&D 2001<br />

An estimation of the scope of glacial erosion /19-52/ has been done based on the assumption<br />

that the sediments formed during the Quaternary Period as a result of erosion by continental ice<br />

sheets still remain within the formerly glaciated area. Based on this assumption, glacial erosion<br />

has been estimated with the aid of soil depth mapping.<br />

<strong>Programme</strong><br />

Erosion is strongly linked to prevailing climatic conditions, and in particular the presence<br />

of continental ice sheets. The process is therefore being studied within the framework of the<br />

climate programme, see Chapter 21.<br />

RD&D-<strong>Programme</strong> <strong>2004</strong> 255

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