Grattoni, C.A.; Field, L.P.; Yardley, B.W.D.
ORCID: https://orcid.org/0000-0002-3320-0311; Milodowski, A.E.; Metcalfe, R.; Fisher, Q.J.; Norris, S..
2026
How wet are shallow granites? An experimental investigation.
In: Norris, S., (ed.)
Implementing Geological Disposal of Radioactive Waste – Input from Research Activities.
Geological Society of London.
(Geological Society Special Publications, 561, 561).
Abstract
The water content and porosity of a granite sample have been measured to test the assumption that the porosity in crystalline rocks hosting a waste repository will be water-saturated. Undersaturation would reduce the potential role for Rock Matrix Diffusion and impact on the retention of contaminants. A core was drilled from the Grimsel Test Site, Switzerland, with minimal cooling water, and sealed with a resin coating to preserve its water content. The initial water content, porosity, water saturation and gas permeability were determined by multiple laboratory methods, including measurements under stress to recreate in-situ conditions. The initial water content was c. 0.72 vol. % while total porosity was distinctly higher (c. 1.3 vol. %). Sub-samples separated from the core by chipping had anomalously high porosity. Gas porosity reduces with stress and was used to determine a loading factor. Correcting for 450 m of overlying granite gives a total in-situ porosity of 1.03%, indicating the in-situ porosity was less than 75% saturated. Our results show that the water content and porosity of low-porosity crystalline rocks can be measured separately under in-situ conditions, although the saturation level of the cored region might have changed since construction of the Test Site.
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541071:271647
Open Access Paper
grattoni-et-al-2026-how-wet-are-shallow-granites-an-experimental-investigation.pdf - Accepted Version
Available under License Creative Commons Attribution 4.0.
grattoni-et-al-2026-how-wet-are-shallow-granites-an-experimental-investigation.pdf - Accepted Version
Available under License Creative Commons Attribution 4.0.
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