10.12.2012 Views

Euradwaste '08 - EU Bookshop - Europa

Euradwaste '08 - EU Bookshop - Europa

Euradwaste '08 - EU Bookshop - Europa

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Another key factor controlling the sealing behaviour of a damaged clay rock is its swelling potential.<br />

Clay minerals in the rock matrix will expand into interstices when wetted with water. After a<br />

water injection phase of about two months, the gas permeability was reduced by two orders of magnitude<br />

from 1·10 -16 m 2 to 1·10 -18 m 2 . Because of the large sample size and the relatively short water<br />

injection time, the fractures in the sample might be only partly resaturated and resealed by swelling<br />

clay and water. Therefore, the fractures might be easily reopened by relatively low injection pressures.<br />

An additional stress increase from 3 to 6 MPa reduced the permeability significantly below<br />

10 -20 m 2 .<br />

Ka<br />

Figure 3.2: Sealing of fractures in claystone (Opalinus Clay) by recompaction (core size: diameter<br />

260 mm, length 600 mm).<br />

3.2 EDZ in rock salt<br />

Permeability K (m 2 )<br />

1E-13<br />

1E-14<br />

1E-15<br />

1E-16<br />

1E-17<br />

1E-18<br />

1E-19<br />

1E-20<br />

0 2 4 6 8 10 12 14 16 18 20<br />

Radial stress σ 2 = σ 3 (MPa)<br />

During recent years, R&D in rock salt has concentrated on in-situ investigation of the excavation<br />

damaged zone (EDZ). Three related projects were performed in the Asse salt mine. The first was<br />

the ALOHA project in which the extent and hydraulic properties of an EDZ under the floor of a<br />

drift were investigated [10]. The second was the EC-funded BAMBUS II project [11] which concentrated<br />

on EDZ anisotropy and self-sealing; the third project ADDIGAS [12] within the ECfunded<br />

NF-PRO project was completed in 2007 and investigated the effectiveness of EDZ removal<br />

and the subsequent evolution of a new EDZ.<br />

Depending on stress conditions and history, the EDZ can extend one to two metres into the rock salt.<br />

Permeability can increase by several orders of magnitude up to the range of 10 -14 to 10 -13 m 2 , usually being<br />

below 10 -20 m 2 . Figure 3.3 shows a compilation of permeability measurement results from BAM-<br />

BUS II and ADDIGAS.<br />

209<br />

axial stress = 19 MPa<br />

loading<br />

unloading<br />

Opalinus Clay at Mont Terri<br />

Large sample: D=260mm, L=600mm<br />

permeability at p=0.7MPa<br />

permeability at p=0.5MPa<br />

permeability at p=0.3MPa

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!