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Crack Initiation and Crack Propagation in Heterogeneous Sulfate-Rich Clay Rocks

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Abstract

Brittle fracture processes were hypothesized by several researches to cause a damage zone around an underground excavation in sulfate-rich clay rock when the stress exceeds the crack initiation threshold, and may promote swelling by crystal growth in newly formed fractures. In this study, laboratory experiments such as unconfined and confined compression tests with acoustic emission monitoring, and microstructural and mineralogical analyses are used to explain brittle fracture processes in sulfate-rich clay rock from the Gipskeuper formation in Switzerland. This rock type typically shows a heterogeneous rock fabric consisting of distinct clayey layers and stiff heterogeneities such as anhydrite layers, veins or nodules. The study showed that at low deviatoric stress, the failure behavior is dominated by the strength of the clayey matrix where microcracks are initiated. With increasing deviatoric stress or strain, growing microcracks eventually are arrested at anhydrite veins, and cracks develop either aligned with the interface between clayey layers and anhydrite veins, or penetrate anhydrite veins. These cracks often link micro-fractured regions in the specimen. This study also suggest that fracture localization in sulfate-rich clay rocks, which typically show a heterogeneous rock fabric, does not take place in the pre-peak range and renders unstable crack propagation less likely. Sulfate-rich clay rocks typically contain anhydrite veins at various scales. At the scale of a tunnel, anhydrite layers or veins may arrest growing fractures and prevent the disintegration of the rock mass. The rock mass may be damaged when the threshold stress for microcrack initiation is exceeded, thus promoting swelling by crystal growth in extension fractures, but the self-supporting capacity of the rock mass may be maintained rendering the possibility for rapidly propagating instability less likely.

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References

  • Alonso E, Berdugo IR (2006) Degradation and swelling of sulphate-bearing claystones. In: Montero JM, Colmenares JE (eds) Paper presented at VI CSAMR 2006, Cartanga, Colombia, pp 211–248

  • Amann F, Kaiser PK, Steiner W (2010) Triggering swelling potential of anhydrite clay rocks by brittle failure processes. In: Zhao J, Labious V, Dudt JP, Mathier JF (eds) Paper presented at European rock mechanics symposium 2010, Lausanne, Switzerland, Rock Mechanics and Environmental Engineering. Taylor and Francis Group, London, pp 339–342. ISBN 978-0-415-58654-2

  • Amann F, Button EA, Evans KF, Gischig VS, Blümel M (2011a) Experimental study of the brittle behavior of clay shale in short-term unconfined compression. Rock Mech Rock Eng 44(4):415–430

    Article  Google Scholar 

  • Amann F, Kaiser PK, Button EA (2011b) Experimental study of the brittle behavior of clay shale in rapid confined compression. Rock Mech Rock Eng 44(1):21–33

    Google Scholar 

  • Amstad Ch, Kovari K (2001) Untertagbau in quellfähigem Fels, Eidgenössisches Department für Umwelt, Verkehr, Energie und Kommunikation (UVEK) & Bundesamt für Strassen (ASTRA), Zürich

  • Bieniawski ZT (1967) Mechanism of brittle failure of rock Part I—Theory of fracture process. Int J Rock Mech Min Sci Geomech Abstr 4(4):395–406

    Google Scholar 

  • Brace WF, Paulding BR, Scholz C (1966) Dilatancy in fracture of crystalline rocks. J Geophys Res 71(16):3939–3953

    Article  Google Scholar 

  • Diederichs MS (2003) Rock fracture and collapse under low confinement conditions. Rock Mech Rock Eng 36(5):339–381

    Article  Google Scholar 

  • Eberhardt E, Stead D, Stimpson B, Read RS (1998) Identifying crack initiation and propagation thresholds in brittle rock. Can Geotech J 35:222–233

    Article  Google Scholar 

  • Fairhurst C, Cook NGW (1966) The phenomenon of rock splitting parallel to the direction of maximum compression in the neighborhood of a surface. In: Proceedings 1th congress of the international society of rock mechanics, Lisbon, pp 687–692

  • Hallbauer DK, Wagner H, Cook NGW (1973) Some observation concerning the microscopic and mechanical behaviour of quartzite specimens in stiff, triaxial compression tests. Int J Rock Mech Min Sci Geomech Abst 10:713–726

    Article  Google Scholar 

  • ISRM (1979) Suggested methods for determining the uniaxial compressive strength and deformability of rock materials. Int J Rock Mech Min Sci Geomech Abst 16(2):135–140

  • Kaiser PK, Kim BH (2008) Rock mechanics challenges in underground construction and mining. In: Potvin Y, Carter J, Dyskin A, Jeffery R (eds) Paper presented at 1th Sou. Hem. Int. Rock Mech. Sym., Australia, pp 23–38

  • Klinkenberg M, Kaufhold S, Dohrmann R, Siegesmund S (2009) Influence of carbonate micofabric on the failure strength of claystones. Eng Geol 107:42–54

    Article  Google Scholar 

  • Lajtai EZ (1974) Brittle fracture in compression. Int J Fract 10(4):525–536

    Article  Google Scholar 

  • Lockner DA, Moore DE, Reches Z (1992) Microcrack interaction leading to shear fracture, presented at the 33rd U.S. Rock Mechanics Symposium, edited by Tillerson and Wawersik, 908–816, Balkema, Rotterdam, 807-816

  • Martin CD (1997) Seventeenth Canadian Geotechnical Colloquium: the effects of cohesion loss and stress path on brittle rock strength. Can Geotech J 34:698–725

    Article  Google Scholar 

  • Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci 31:643–659

    Article  Google Scholar 

  • Mogi K (1962) Study of elastic shocks caused by the fracture of heterogeneous materials and its relations to earthquake phenomena. Bull Earthq Res Inst 40:125–173

    Google Scholar 

  • Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks. Rock Mech Rock Eng 45(4):607–617

    Article  Google Scholar 

  • Scholz CH (1968) Experimental study of the fracturing process in brittle rock. J Geophys Res 73(4):1447–1454

    Article  Google Scholar 

  • Steiner W (1993) Swelling rock in tunnels: characterization, effect of horizontal stresses and construction procedure. Int J Rock Mech Min Sci Geomech Abstr 30(4):361–380

    Article  Google Scholar 

  • Steiner W, Kaiser PK, Spaun G (2010) Role of brittle fracture on swelling behavior of weak rock tunnels: hypothesis and qualitative evidence. Geomech Tunn 3(5):583–596

    Article  Google Scholar 

  • Steiner W, Kaiser PK, Spaun G (2011) Role of brittle fracture on swelling behavior of weak rock tunnels: evidence from tunnelling case histories. Geomech Tunn 4(2):141–156

    Article  Google Scholar 

  • Tapponier P, Brace WF (1976) Development of stress-induced microcracks in Westerly Granit. Int J Rock Mech Min Sci 13:103–112

    Article  Google Scholar 

  • Vögtli B, Jordan P (1996) Quelldruckentwicklung in Ton- und Sulfatgesteinen. Schweizer Ingenieur und Architekt 18:16–180

    Google Scholar 

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Acknowledgments

This study was funded by the Swiss Federal Road Office ASTRA (project ASTRA 2011_006). We are grateful to Dr. M. Plötze (Institute of Geotechnical Engineering, Swiss Federal Institute of Technology) for his advice and equipment to perform the XRD analyses for this study, and Dr. Walter Steiner for fruitful discussions.

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Correspondence to Florian Amann.

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Amann, F., Ündül, Ö. & Kaiser, P.K. Crack Initiation and Crack Propagation in Heterogeneous Sulfate-Rich Clay Rocks. Rock Mech Rock Eng 47, 1849–1865 (2014). https://doi.org/10.1007/s00603-013-0495-3

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