This paper describes the re-saturation behaviour of a large-scale in-situ experiment carried out at Atomic Energy of Canada's (AECL) underground research laboratory. The experiment, known as the isothermal test, examines water inflow, from the surrounding rock, into highly compacted, unsaturated buffer material. Comparisons of physical measurements and a finite element numerical simulation are presented of water uptake and distribution during the 7-year life of the test. The numerical simulations were performed using an approach developed to model the thermo/hydraulic/mechanical behaviour of the system. A comprehensive data set of the physical behaviour was available from AECL. The simulation of the experiment, using a ‘conventional’ hydraulic conductivity variation, revealed that neither the duration nor the pattern of moisture influx could be modelled accurately. Further study suggested that the expansion of the microstructure of the bentonite, as the material saturated, would tend to reduce the void spaces in the macrostructure, as the material, overall, was constrained from swelling. This in turn was likely to reduce the material's hydraulic conductivity. Incorporation of these ideas within the approach yielded significant results. Both the pattern and the rate of water uptake were now modelled with much greater accuracy. The approach adopted is different from the ‘conventional’ method, in the sense that the material's ‘effective’ hydraulic conductivity decreases as moisture content increases, as opposed to increasing, as is the ‘normal’ case. The repercussions may be significant in terms of total time for re-saturation of the buffer. The process is significantly delayed as a result of this phenomenon. Also, the pattern of moisture distribution during water influx is quite different. These general conclusions, in turn, may be significant when considering the overall performance of a disposal repository, as the total time for re-saturation would be increased. This in turn may be of interest in performance assessment considerations.
Article navigation
March 2003
Research Article|
March 01 2003
Water infiltration into a large-scale in-situ experiment in an underground research laboratory Available to Purchase
H. R. Thomas;
H. R. Thomas
*
Geoenvironmental Research Centre, Cardiff School of Engineering, Cardiff University
UK
Search for other works by this author on:
P. J. Cleall;
P. J. Cleall
*
Geoenvironmental Research Centre, Cardiff School of Engineering, Cardiff University
UK
Search for other works by this author on:
N. Chandler;
N. Chandler
†
Atomic Energy of Canada Ltd
Pinawa, Manitoba, Canada
Search for other works by this author on:
D. Dixon;
D. Dixon
†
Atomic Energy of Canada Ltd
Pinawa, Manitoba, Canada
Search for other works by this author on:
H. P. Mitchell
H. P. Mitchell
*
Geoenvironmental Research Centre, Cardiff School of Engineering, Cardiff University
UK
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
May 14 2002
Accepted:
December 13 2002
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2003 Thomas Telford Ltd
2003
Geotechnique (2003) 53 (2): 207–224.
Article history
Received:
May 14 2002
Accepted:
December 13 2002
Citation
Thomas HR, Cleall PJ, Chandler N, Dixon D, Mitchell HP (2003), "Water infiltration into a large-scale in-situ experiment in an underground research laboratory". Geotechnique, Vol. 53 No. 2 pp. 207–224, doi: https://doi.org/10.1680/geot.2003.53.2.207
Download citation file:
Suggested Reading
The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment
Geotechnique (May,2009)
Influence of water density on the water-retention curve of expansive clays
Geotechnique (August,2012)
Soil water retention curves representing two tropical clay soils from Sudan
Geotechnique (November,2015)
Related Chapters
TECHNICAL NOTE: Suction effects in deep Boom Clay block samples
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
A constitutive model for soft clayey rocks that includes weathering effects
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
A chemo-mechanical constitutive model accounting for cation exchange in expansive clays
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
