Abstract
The drying-induced deformation behaviour of Opalinus Clay and tuff, which are being investigated under international and local collaborative projects for nuclear waste disposal in Switzerland and Japan, was investigated under a no-stress condition in the laboratory to evaluate their generic susceptibility to the formation of excavation damaged zone. The cylindrical core samples of Opalinus Clay and tuff were prepared to a one-dimensional drying condition and submitted to an uncontrolled laboratory environment. The strain evolution, evaporative water loss and environmental entities, such as temperature and relative humidity, were recorded simultaneously and quasi-continuously. It was observed that the drying phase induced significant strain magnitude and damage in Opalinus Clay samples, which was evidenced by the formation of hairy cracks on the surface parallel to the bedding. On the contrary, the strain occurrences in tuff samples were relatively insignificant, and no tendency of cracking was observed. In addition, the quasi-continuous availability of volumetric strains was further used in poroelastic relation for the estimation of capillary suction evolution. The calculated results were validated with pore size distributions obtained from mercury intrusion porosimetry.
Similar content being viewed by others
References
Aung KK, Rahardjo H, Leong EC, Toll DG (2001) Relationship between porosimetry measurement and soil-water characteristic curve for an unsaturated residual soil. Geotech Geol Eng 19:401–406
Berge PA (1998) Pore compressibility in rocks. Proceeding of the first Biot conference on poromechanics. Lauvian-la-Neuve, Belgium, pp 351–356
Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12:155–164
Biot MA, Willis DG (1957) The elastic coefficients of the theory of consolidation. J Appl Mech 24:594–601
Bock H (2001) RA experiment: data report on rock mechanics. Internal technical report TR 2001–02. Federal Office of Water and Geology, Bern-Ittigen, Switzerland
Boivin P, Garnier P, Tessier D (2004) Relationship between clay content, clay type, and shrinkage properties of soil samples. Soil Sci Soc Am J 68:1145–1153
Bossart P, Trick T, Meier PM, Mayor JC (2004) Structural and hydrogeological characterization of the excavation-disturbed zone in the Opalinus Clay (Mont Terri Project, Switzerland). Appl Clay Sci 26:429–448
Brown ET (ed) (1981) Rock characterization, testing and monitoring: International Society for Rock Mechanics suggested methods. Pergamon, Oxford, p 211
Chiffoleau S, Robinet JC (1998) The experiment: determination of the hydromechanical characteristics of the Opalinus Clay. Technical note TN 98–36, Mont Terri Project. Unpublished internal report
Corkum AG, Martin CD (2007) The mechanical behaviour of weak mudstone (Opalinus Clay). Int J Rock Mech Miner Sci 44:196–209
Croisé J, Schlickenrieder L, Marschall P, Boisson JY, Vogel P, Yamamoto S (2004) Hydrogeological investigation in a low permeability claystone formation: the Mont Terri Rock Laboratory. Phys Chem Earth 29:3–15
Delage P, Lefevbre G (1984) The study of the structure of a sensitive Champlain clay and its evolution during consolidation. Can Geotech J 21:21–35
Fujii Y, Kiyama T, Ishijima Y (1997) Condition insensitive damage indicator for brittle rock. Int J Rock Mech Miner Sci 34:543–552
Gassmann F (1951) Elastic wave through a packing of sphere. Geophysics 16:673–685
IUPAC (1997) Compendium of chemical terminology. In: McNaught AD, Wilkinson A (eds) The gold book, 3rd edn edn. Blackwell Scientific Publication, London
Kodikara JK, Chakrabarti S (2001) Shrinkage behaviour of cemented materials as applicable to in situ pavement stabilisation. Twentieth conference proceeding: Australian Road Research Board, Melbourne, Australia
Marschall P, Horseman S, Gimmi T (2005) Characterization of gas transport properties of the Opalinus Clay, a potential host rock formation for radioactive waste disposal. Oil Gas Sci Tech Rev IFP 60:121–139
Martin CD, Lanyon GW, Mayor J-C (2002) The excavation disturbed zone around a test tunnel in the Opalinus Clay. In: Proceedings of the 5th North American rock mechanics symposium and 17th Tunnelling Association of Canada Conference, NARMS/TAC 2002. University of Toronto press, Toronto, pp 1581–1588
Osada M, Yamabe T (2007) Drying induced deformation of soft sedimentary rocks and its explanation by poroelasticity. In: Proceedings of the symposium on rock mechanics, JSCE, Japan, vol 36. Rom.bunno 62 (in Japanese)
Pasquiou A, Robinet JC (1997) Hydrodynamic characterization of the Opalinus Clay. Technical note TN 97–38, Mont Terri Project. Unpublished internal report
Pham QT, Vales F, Malinsky L, Nguyen DM, Ghabi H (2007) Effects of desaturation–saturation on mudstone. Phys Chem Earth 32:646–655
Pierre-Gilles DG, Francoise BW, David Q (2002) Capillarity and wetting phenomena, vol 2. Springer, Berlin, pp 49–53
Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Eng Geol 54:117–127
Stacey TR (1981) A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Miner Sci 18:469–474
Thury M, Bossart P (1999) Mont Terri rock laboratory: results of the hydrogeological, geochemical and geotechnical experiments performed in 1996 and 1997. Geological Reports No: 23, Swiss National Hydrological and Geotechnical Survey, Bern
Thwin KM, Watanabe K, Krittya L, Thant AA (2002) Estimation of transpiration from a tree by using two-sensor type evaporation meter. JSCE, Annu Hydraulic Eng 46:61–66
Ugural AC, Fenster SK (2003) Advanced strength and applied elasticity, 4th edn, vol 2. Prentice Hall, Saddle River, pp 72–75
Valès F, Nguyen MD, Ghabi H, Rejeb A (2004) Experimental study of the influence of the degree of saturation on physical and mechanical properties in Tournemire shale (France). Appl Clay Sci 26:197–207
Van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898
Wang HF (2000) Theory of linear poroelasticity with applications to geomechanics and hydrogeology, vol 2. Princeton Series in Geophysics. Princeton University Press, Princeton, pp 33–46
Wang Z, Nur A (1992) Elastic wave velocities in porous media: a theoretical recipe. In: Wang Z, Nur A, Levin FK (eds) Seismic and acoustic velocities in reservoir rocks, vol 2. Society of Exploration Geophysicists, Beijing, pp 1–35
Watanabe K (1989) Evaporation measurement for mapping the ground water discharge on tunnel wall of the low permeable rock mass (Part 1). J JSCE 30:89–196
Watanabe K, Hamada S, Sasaki T, Hoshino Y (1995) In-situ and laboratory tests for estimating the hydraulic properties of unsaturated rock, vol 2. Proceedings of the international congress on rock mechanics, Japan, pp 725–728
Wolter KE (2004) RA experiment (rock mechanics analyses), Phase 9: results of relaxation and strain measurements on drillcores of boreholes BRA-1 and BRA-2. Technical note 2004–37, Mont Terri Project. Unpublished internal report
Acknowledgements
The authors are very grateful to Mont Terri Underground Rock Laboratory for providing samples and valuable data. The authors also wish to thank Prof. K. Watanabe and Assoc Prof. T. Yamabe at Saitama University for their valuable advice and suggestions. The first author acknowledges the Japan Ministry of Education, Culture, Sports, Science and Technology for awarding the research fellowship. The helpful comments and suggestions of anonymous reviewers are also highly appreciated.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Soe, A.K.K., Osada, M., Takahashi, M. et al. Characterization of drying-induced deformation behaviour of Opalinus Clay and tuff in no-stress regime. Environ Geol 58, 1215–1225 (2009). https://doi.org/10.1007/s00254-008-1616-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00254-008-1616-2