RD&D-Programme 2004 - SKB
RD&D-Programme 2004 - SKB
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 />
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