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Erschienen in: Rock Mechanics and Rock Engineering 5/2014

01.09.2014 | Original Paper

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

verfasst von: Florian Amann, Ömer Ündül, Peter K. Kaiser

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2014

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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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Literatur
Zurück zum Zitat 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 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
Zurück zum Zitat 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, 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
Zurück zum Zitat 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):415–430CrossRef 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):415–430CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat Amstad Ch, Kovari K (2001) Untertagbau in quellfähigem Fels, Eidgenössisches Department für Umwelt, Verkehr, Energie und Kommunikation (UVEK) & Bundesamt für Strassen (ASTRA), Zürich Amstad Ch, Kovari K (2001) Untertagbau in quellfähigem Fels, Eidgenössisches Department für Umwelt, Verkehr, Energie und Kommunikation (UVEK) & Bundesamt für Strassen (ASTRA), Zürich
Zurück zum Zitat 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 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
Zurück zum Zitat Brace WF, Paulding BR, Scholz C (1966) Dilatancy in fracture of crystalline rocks. J Geophys Res 71(16):3939–3953CrossRef Brace WF, Paulding BR, Scholz C (1966) Dilatancy in fracture of crystalline rocks. J Geophys Res 71(16):3939–3953CrossRef
Zurück zum Zitat Diederichs MS (2003) Rock fracture and collapse under low confinement conditions. Rock Mech Rock Eng 36(5):339–381CrossRef Diederichs MS (2003) Rock fracture and collapse under low confinement conditions. Rock Mech Rock Eng 36(5):339–381CrossRef
Zurück zum Zitat Eberhardt E, Stead D, Stimpson B, Read RS (1998) Identifying crack initiation and propagation thresholds in brittle rock. Can Geotech J 35:222–233CrossRef Eberhardt E, Stead D, Stimpson B, Read RS (1998) Identifying crack initiation and propagation thresholds in brittle rock. Can Geotech J 35:222–233CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat 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 10:713–726CrossRef 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 10:713–726CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat 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 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
Zurück zum Zitat Klinkenberg M, Kaufhold S, Dohrmann R, Siegesmund S (2009) Influence of carbonate micofabric on the failure strength of claystones. Eng Geol 107:42–54CrossRef Klinkenberg M, Kaufhold S, Dohrmann R, Siegesmund S (2009) Influence of carbonate micofabric on the failure strength of claystones. Eng Geol 107:42–54CrossRef
Zurück zum Zitat Lajtai EZ (1974) Brittle fracture in compression. Int J Fract 10(4):525–536CrossRef Lajtai EZ (1974) Brittle fracture in compression. Int J Fract 10(4):525–536CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat Martin CD (1997) Seventeenth Canadian Geotechnical Colloquium: the effects of cohesion loss and stress path on brittle rock strength. Can Geotech J 34:698–725CrossRef Martin CD (1997) Seventeenth Canadian Geotechnical Colloquium: the effects of cohesion loss and stress path on brittle rock strength. Can Geotech J 34:698–725CrossRef
Zurück zum Zitat Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci 31:643–659CrossRef Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci 31:643–659CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat 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):607–617CrossRef 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):607–617CrossRef
Zurück zum Zitat Scholz CH (1968) Experimental study of the fracturing process in brittle rock. J Geophys Res 73(4):1447–1454CrossRef Scholz CH (1968) Experimental study of the fracturing process in brittle rock. J Geophys Res 73(4):1447–1454CrossRef
Zurück zum Zitat 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):361–380CrossRef 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):361–380CrossRef
Zurück zum Zitat 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):583–596CrossRef 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):583–596CrossRef
Zurück zum Zitat 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):141–156CrossRef 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):141–156CrossRef
Zurück zum Zitat Tapponier P, Brace WF (1976) Development of stress-induced microcracks in Westerly Granit. Int J Rock Mech Min Sci 13:103–112CrossRef Tapponier P, Brace WF (1976) Development of stress-induced microcracks in Westerly Granit. Int J Rock Mech Min Sci 13:103–112CrossRef
Zurück zum Zitat Vögtli B, Jordan P (1996) Quelldruckentwicklung in Ton- und Sulfatgesteinen. Schweizer Ingenieur und Architekt 18:16–180 Vögtli B, Jordan P (1996) Quelldruckentwicklung in Ton- und Sulfatgesteinen. Schweizer Ingenieur und Architekt 18:16–180
Metadaten
Titel
Crack Initiation and Crack Propagation in Heterogeneous Sulfate-Rich Clay Rocks
verfasst von
Florian Amann
Ömer Ündül
Peter K. Kaiser
Publikationsdatum
01.09.2014
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2014
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-013-0495-3

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