Abstract
Experiences from the construction of two shallow tunnels through a thrust melange are discussed. It is shown that complex geological environments, such as a rectonic melange zone, require continuous geological and geotechnical characterisation, as well as state of the art monitoring, to comprehend the details of the melange’s internal block/matrix structure and the effects on the excavation. The acquired data are used to determine the appropriate key parameters that sufficiently describe the expected rock mass behaviour. The paper discusses how the evaluation of three-dimensional displacement data, combined with a continuous geological characterisation, allows the optimisation of a tunnel construction in a tectonic melange.
Résumé
Les expériences acquises à partir de deux tunnel peu profond creusés dans des matériaux de surface basale de chevauchement sont présentées. On montre que des environnements géologiques complexes, tels que ceux correspondant à ces surfaces basales de chevauchement, demandent des investigations géologiques et geotechniques en continu ainsi qu’une instrumentation performante pour comprendre la structure de ces matériaux hétérométriques et les effects du creusement. Les donnés obtenues sont utilisées pour définir les paramètres appropriés susceptibles de rendre compte du comportement mécanique de la masse rocheuse. L’article discute comment des mesures tridimensionelles de déplacement combinées avec une caractérisation géologique en continu, permettent de maîtriser la construction d’un tunnel dans ces zones de cisaillement basal en conexte de chevauchement.
Similar content being viewed by others
References
Barton N (1998) NMT support concepts for tunnels in weak rocks. In: Negro AJr, Feirreira AA (eds) Tunnels and metropolises, Sao Paulo. Balkema, Rotterdam, pp 273–279
Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6:189–236
Beer G (1999) BEFE user’s manual. Computer Software & Services International, Austria
Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York
Button EA, Schubert W, Riedmüller G (2002) Shallow tunneling in a tectonic melange: rock mass characterization and data interpretation. In: Hammah R, Bawden W, Curran J, Telesnicki M (eds) Proc NARMS-TAC 2002, Mining and Tunnelling Innovation and Opportunity. July 7–10, vol 2. Toronto Canada, University of Toronto Press, Toronto, pp 1125–1132
Dissauer J, Leitner A, Mittelbach H (2002) Tunnel Spital—Tunnelbau in schwierigen Verhältnissen. Felsbau 20:40–48
Eberl G (2002) Tunnel als wesentliche Teile sicherer und umweltfreundlicher Straßen. Felsbau 20:8–11
Einstein HH (2000) Tunnels in Opalinus Clayshale—a review of case histories and new developments. Tunnelling Underground Space Technol 15:13–30
Goricki A, Schick KJ, Steidl A (2002) Quantification of the geotechnical and economic risk in tunneling. In: Probabilistics in Geotechnics: Technical and Economic Risk Estimation, Graz, Austria, Sept. 2002. Glueckauf, Essen, pp. 483–490
Grossauer K (2001) Tunnelling in heterogeneous ground—numerical investigations of stresses and displacements. Masters Thesis. Institute of Rock Mechanics and Tunnelling, Graz University of Technology, Graz
Grotenhuis SM, Passchier CW, Bons PD (2002) The influence of strain localisation the rotation behaviour of rigid objects in experimental shear zones. J Struct Geol 24:485–499
Heim N (2001) Geologic documentation for the Spital Tunnel, Quartalsbericht Nr. 02/2001. Technisches Büro für Geologie und Geotechnik TBGG Dr. Norbert Heim, Vienna, Austria
Klima K, Riedmüller G, Stattegger K (1988) Statistical analyis of clay mineral assemblages in fault gouges. Clay Clay Miner 36:227–283
Lindquist ES (1994) The strength and deformation properties of melange. PhD thesis, Dept.of Civil Engineering, University of California, Berkeley
Mancktelow NS, Arbaret L, Pennacchioni G (2002) Experimental observation on the effect of interface slip on rotation and stabilisation of rigid particles in simple shear and a comparison with natural mylonites. J Struct Geol 24:567–585
Mandal N, Chakrborty C, Samanta KS (2001) Control of the failure mode of brittle inclusions hosted in a ductile matrix. J Struct Geol 23:51–66
Marinos P, Hoek E (2000) GSI: A geologically friendly tool for rock mass strength estimation. In: Ervin MC (ed) Geo Eng 2000, Proc Int Symp Melbourne
Medley EW (1994a) The engineering characterization of melanges and similar block-in-matrix-rocks (bimrocks). PhD thesis, Dept. of Civil Engineering, University of California, Berkeley
Medley EW (1994b) Using stereological methods to estimate the volumetric proportions of blocks in melanges and similar block-in-matrix-rocks (bimrocks). In: 7th International IAEG Congress, Lisbon, Portugal. Balkema, Rotterdam, pp.1031–1040
Medley EW (1998) Confronting geological complexity: Working with melange bimrocks. In: 8th International IAEG Congress, Vancouver, Canada. Balkema, Rotterdam, pp. 227–233
Medley EW, Goodman RE (1994) Estimating the block volumetric proportion of melanges and similar block-in-matrix-rocks (bimrocks). In: Proc 1st North American Rock Mechanics Conference (NARMS), Austin, Texas. Balkema, Rotterdam, pp. 851–858
Moore EM, Twiss JT (1995) Tectonics. Freeman, New York
Moritz BA (1999) A ductile support method for tunnels in squeezing rock. PhD thesis. Gruppe Geotechnik Graz, Riedmüller G, Schubert W, Semprich S (eds). Graz University of Technology, Graz, 5, 112 p
Neubauer F, Genser J (1990) Architektur und Kinematik der östlichen Zentralalpen. Mitt Naturwiss Ver Steiermark 120:203–219
Püstow H, Riedmüller G, Schubert W (2001) Tunnelling in a tectonic melange of high structural complexity. Felsbau 19:34–42
Raymond, LA, Terranova T (1984) Prologue: the melange problem–a review. Geol Soc Am Special Paper 198:1–5
Riedmüller G (1978) Neoformations and transformations of clay minerals in tectonic shear zones. Tschermaks Mineral Petrogr Mitt 25:219–242
Riedmüller G, Schubert W, Goricki A, Pölsler P (2000) Investigation strategies for the design of the Semmering base tunnel. Felsbau 18:28–36
Schubert W (1995) Dealing with squeezing conditions in alpine tunnels. Rock Mech Rock Eng 29:145–153
Schubert W, Budil A (1995) The importance of longitudinal deformation in tunnel excavation. In: Proc 8th Int CongrRock Mech (ISRM), Tokyo. Balkema, Rotterdam, pp 1411–1415
Schubert W, Goricki A, Button EA, Riedmüller G, Pölsler P, Steindorfer A, Vanek R (2001) Excavation and support determination for the design and construction of tunnels. In: Särkkä P, Eloranta P (eds) ISRM Reg Symp Eurock 2001, Espoo, Finland. Rock Mechanics a Challenge for Society. Balkema, Rotterdam, pp 383–388
Schubert W, Moritz BA, Sellner P (2000) Tunnelling methods in squeezing ground. In: Proceedings Geo Eng 2000, an International Conference on Geotechnical and Geological Engineering, Melbourne, Australia, pp 19–24
Schubert W, Riedmüller G (2000a) Tunnelling in fault zones—state of the art in investigation and construction. Felsbau 18:7-15
Schubert W, Riedmüller G (2000b) Tunnelling in fault zones—innovative approaches. In: Girard, Liebman, Breeds, Doe (eds) Pacific Rocks 2000, Proc Int Congr Seattle. Balkema, Rotterdam, pp 113–124
Schubert W, Steindorfer A, Button EA (2002) Displacement monitoring in tunnels—an overview. Felsbau 20:15–23
Sellner P (2000a) Prediction of displacements in tunneling. Ph.D thesis, Gruppe Geotechnik Graz, Riedmüller G, Schubert W, Semprich S (eds). Graz University of Technology, Graz, 9, 129 p
Sellner P (2000b) Prediction of displacements in tunneling. In: Ervin MC (ed) Geo Eng 2000, Proc Int Symp Melbourne
Steindorfer A (1997) Short term prediction of rock mass behaviour in tunnelling using advanced analysis of displacement monitoring data. PhD thesis. Gruppe Geotechnik Graz, Riedmüller G, Schubert W, Semprich S (eds). Graz University of Technology, Graz, 1, 111 p
Vavrovsky GM, Schubert P (1995) Advanced analyses of monitored displacements opens a new field to continuously understand and control the geotechnical behavior of tunnels. In: Proc 8th Int Congr Rock Mech (ISRM), Tokyo. Balkema, Rotterdam, pp 1416–1420
Acknowledgements
The research described in this paper was conducted as part of the research project entitled “Rock mass characterisation of phyllites for tunnelling”. The project is funded by the FWF No. P14767- GEO. The authors wish to thank Prof. R. E. Goodman for his critical review and useful suggestions.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Button, E., Riedmüller, G., Schubert, W. et al. Tunnelling in tectonic melanges—accommodating the impacts of geomechanical complexities and anisotropic rock mass fabrics. Bull Eng Geol Environ 63, 109–117 (2004). https://doi.org/10.1007/s10064-003-0220-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10064-003-0220-7