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RD&D-Programme 2004 - SKB

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Table 5. Important technology development issues – Current status, planned activities and preliminary interim goals linked to design steps (cf also Table 3b).<br />

Technology issue/<br />

subsystem<br />

RD&D – current status RD&D – planned<br />

activities, reference<br />

Reference design D1 – permit application for<br />

encapsulation plant<br />

D2 – permit application<br />

for deep repository<br />

Main and construction<br />

documents<br />

Rock excavation technology<br />

– Excavation methods<br />

Choice of technology for<br />

different repository parts.<br />

Good knowledge base via<br />

own rock works and R&D,<br />

plus long involvement in<br />

sector development.<br />

Extensive investigations<br />

with focus on<br />

near-field properties<br />

and performance of<br />

different excavation<br />

methods, see section<br />

10.1.<br />

Boring or blasting of<br />

descent ramp, transport<br />

tunnels, rock caverns and<br />

deposition tunnels. Boring<br />

of deposition holes.<br />

Excavation methods and<br />

execution for deposition<br />

tunnels, accesses and other<br />

openings preliminarily<br />

chosen and explained.<br />

Important links to other<br />

subsystems described.<br />

Updating of methods<br />

and execution described.<br />

Renewed analysis<br />

performed of links to<br />

industrial safety and<br />

reliability as well as longterm<br />

safety. Environmental<br />

aspects described.<br />

Chosen methods are<br />

included in the background<br />

information for<br />

contracts for all rock<br />

works, starting with<br />

ramp and shafts.<br />

– Rock sealing<br />

Rock characterization<br />

plus materials and technology<br />

for sealing of rock<br />

chambers.<br />

Basic and applied R&D<br />

for all parts of the sealing<br />

issue (characterization,<br />

materials, technology) has<br />

been pursued for a long<br />

time. Low-pH grout under<br />

development.<br />

Further development<br />

of methodology for<br />

rock characterization<br />

and grouting.<br />

Continued R&D to<br />

develop suitable materials,<br />

see section 10.1.<br />

Pre-grouting as needed,<br />

with conventional cementitious<br />

grouts.<br />

Rough estimate of quantity<br />

and distribution of grouting<br />

material. Theoretical impact<br />

on groundwater level<br />

described.<br />

Site-specific account of<br />

possible sealing technique,<br />

material choice, estimated<br />

consumption and impact<br />

on long-term safety and<br />

environment.<br />

Chosen sealing method<br />

is included in background<br />

information for<br />

contracts for all rock<br />

works, starting with<br />

ramp and shafts.<br />

Engineering materials<br />

Materials (quantities,<br />

properties, possible<br />

consequences) for<br />

installations, stabilization,<br />

sealing etc brought into<br />

the repository and left<br />

behind after closure.<br />

Quantities and distributions<br />

of engineering<br />

materials and materials<br />

that will be left behind<br />

have been calculated,<br />

see reference design.<br />

Re-examination of<br />

material choices, with<br />

aim of minimizing<br />

amounts of cementitious<br />

materials left<br />

behind, see section<br />

10.1.<br />

Quantity calculations<br />

based on reference<br />

design of underground<br />

facility. Conventional<br />

materials are assumed.<br />

Alternative materials<br />

examined with regard to<br />

construction and operation.<br />

Revision performed of<br />

quantity and type of<br />

engineering materials,<br />

and judgements made of<br />

impact on long-term safety<br />

and environment.<br />

Engineering materials<br />

preliminarily chosen and<br />

quantities calculated.<br />

Impact on long-term safety<br />

analyzed. Analyses of<br />

industrial safety and<br />

reliability as well as<br />

environmental aspects<br />

presented.<br />

Main and construction<br />

documents based on<br />

chosen materials and<br />

methods.<br />

Adaptation to<br />

rock properties –<br />

deposition areas<br />

and deposition holes<br />

Methodology/criteria for<br />

determining whether a<br />

rock volume can be used<br />

for deposition. Includes<br />

respect distance.<br />

Considerable R&D<br />

conducted on respect<br />

distance and requirements<br />

on rock conditions<br />

in deposition positions.<br />

Re-examination of<br />

methodology for respect<br />

distance under way.<br />

Further development<br />

and examination<br />

of methodology for<br />

respect distance and<br />

for choice of deposition<br />

positions, see sections<br />

19.2.5–19.2.8.<br />

Preliminary guideline<br />

values for respect<br />

distance in earlier design<br />

steps, methodology for<br />

investigations etc in later<br />

steps.<br />

Adaptation of configuration<br />

based on data from initial<br />

site investigation and<br />

preliminary design premises.<br />

Adaptation of configuration<br />

based on data from<br />

complete site investigation<br />

and updated design<br />

premises.<br />

Criteria and methodology<br />

for determination of deposition<br />

positions approved,<br />

application based on data<br />

from detailed characterization.<br />

Cont’d next page.<br />

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

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