TECHNICAL PAPERS
Oct 1, 2004

Deformation and Failure of the Tymfristos Tunnel, Greece

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 10

Abstract

The Tymfristos tunnel, a 1,365m long road tunnel with an 11m section diameter, was excavated through the highly tectonized, low strength Flysch formation of central Greece. About 1 year after the completion of the excavation in 1995, convergence of up to 20% followed by failure of the support system was recorded. A 501m long segment, in which the failure occurred, was reexcavated based on a more detailed study of the ground conditions; however, this second phase was also followed by an up to 6% convergence. The detailed geodetic study of the three-dimensional kinematics of the support shell in relation time, ring closure delays, and support measures reveals an unusual time-history of convergence occasionally continuing even after the ring closure and a nonuniform distortion of the lining. Furthermore, uncontrolled deformation of certain “weak” sections propagated bidirectionally to adjacent, previously stabilized sections producing a “chain effect,” responsible for destabilization and resumed convergence of long (90m) segments.

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References

1.
Brown, E. T., Bray, J., Ladanyi, B., and Hoek, E. (1983). “Ground response curves for rock tunnels.” J. Geotech. Eng., 109(1), 15–39.
32.
Brox, ▪., and Hagedorn, ▪. (1999).”Extreme Deformation and Damage during the Construction of Large Tunnels”. Tunn. Undergr. Space Technol.14(1), 23–26.
2.
Chern, J.C., Yu, C.W., and Shiao, F.Y. ( 1998). “Tunneling in squeezing ground and support estimation.” Proc. Reg. Symp. Sedimentary Rock Engineering, Taipei, 192–202.
3.
Dalgiç, S. (2002a). “A comparison of predicted and actual tunnel behaviour in the Instabul Metro, Turkey.” Eng. Geol. (Amsterdam), 63(1–2), 69–82.
4.
Dalgiç, S. (2002b). “Tunneling in Squeezing Rock, the Bolu Tunnel, Anatolian Motorway, Turkey.” Eng. Geol. (Amsterdam), 67(1–2), 73–96.
31.
Dalgiç, ▪., and Simsek, ▪. (2002).”Settlement predictions in the Anotaliam Motorway, TurkeyEng. Geol. (Amsterdam)67(1–2), 185–199.
5.
Goel, R. K., Jethwa, J. L., and Paithankar, A. G. (1995). “Tunneling through the young Himalayas—A case history of the Maneri—Uttarkashi power tunnel.” Eng. Geol. (Amsterdam), 39, 31–44.
6.
Guenot, A., Panet, M., and Sulem, J. ( 1985). “A new aspect in tunnel closure interpretation.” 26th US Symposium on Rock Mechanics, Rapid City, S.D. 455–460.
7.
Hoek, E. ( 1999). “Support for very weak rock associated with faults and shear zones.” Int. Symposium on Rock Support and Reinforcement Practice in Mining, Kalgoorlie, Australia.
8.
Hoek, E. (2001). “Big tunnels in bad rocks.” J. Geotech. Eng., 127(9), 726–740.
9.
Hoek, E., and Marinos, P. (2000). “Predicting squeeze.” Tunnels Tunnelling Int., November, 45–51.
10.
Kaiser, P. ( 1993). “Deformation monitoring for stability assessment of underground openings.” Compressive rock engineering, Bergamon, 4, 607–630.
11.
Kalergis, G., Koch, K., and Nicolaus, H. ( 1970). “Geological map of Greece (1:50,000 scale). Karpenision sheet.” Institute of Geology and Mining Exploration, Athens.
12.
Karapantelakis, C. (1991). “Geotechnical problems in the underground excavations and the dam foundations in the hydroelectric project Piges Aoos.” Bull. Geol. Soc. Greece, 15(4), 327–344 (in Greek).
13.
Karapantelakis, C., Raftopoulos, S., and Minopetros, C. (2001). “Underground works of the Metsovitikos hydroelectric project—Experience from design and construction.” Bull. Geol. Soc. Greece, 34(5), 1663–1670 (in Greek).
14.
Kavvadas, M. ( 1999). “Design of underground structures.” Graduate courses notes, National Technical University of Athens, 〈http://www.civil.ntua.gr/kavvadas/〉.
15.
Kontogianni, V., and Stiros, S. (2001). “Geodetic monitoring of tunnel deformation.” Bull. Geol. Soc. Greece, 34(5), 1671–1678 (in Greek).
16.
Kontogianni, V., and Stiros, S. (2002). “Shallow tunnel convergence: Predictions and observations.” Eng. Geol. (Amsterdam), 63(3–4), 333–345.
17.
Kovari, K. ( 1993). “Erroneous concepts behind NATM.” Lecture given at the Rabcewicz-Geomechanical Colloquium in Salzburg.
18.
Kovari, K., and Amstad, C. ( 1993). “Decision making in tunneling based on field measurements.” Compressive rock engineering, Bergamon, Oxford 4, 571–606.
19.
Kuwabara, F., and Poulos, H. G., (1989). “Downdrag forces in group of piles.” J. Geotech. Eng., 115(6), 806–818.
20.
Lunardi, P. ( 2000). “Design and constructing tunnels—ADECO-RS approach.” Tunnels and tunneling international special supplement, 〈http://www.rocksoil.com/〉.
21.
Marinos, P., and Hoek, E. (2001). “Estimating the geotechnical properties of heterogeneous rock masses such as Flysch.” Bull. Eng. Geol. Environ., 60, 85–92.
22.
Muir Wood, A. ( 1993). “Development of tunnel support philosophy.” Compressive rock engineering, Bergamon, Oxford 4, 349–368.
23.
Özsan, A., and Karpuz, C., (2001). “Preliminary support design for Ankara subway extension tunnel.” Eng. Geol. (Amsterdam), 59, 161–172.
24.
Panet, M., and Guenot, A., ( 1982). “Analysis of convergence behind the face of a tunnel.” Proc. Tunnelling 82, IMM, Brighton, 197–204.
25.
Sakurai, S., ( 1983). “Displacement measurements associated with the design of underground openings.” Proc. Int. Symp. Field Measurements in Geomechanics, Zurich 2, 1163–1178.
26.
Schubert, W., and Steindorfer, A. (1996). “Selective displacements monitoring during tunnel excavation.” Felsbau, 14 (2), 93–97.
27.
Singh, B., and Goel, R. K. ( 1999). Rock mass classification. A practical approach in civil engineering, Elsevier, New York.
28.
Sulem, J., Panet, M., and Guenot, A. (1987). “Closure analysis in deep tunnels.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 24(3), 145–154.
29.
Technical Chamber of Greece, Central Greece Section ( 2000). “The Tymfristos tunnel.” Information Bull. Tech. Chamber of Greece, 2089, 129 (in Greek).
30.
Tsatsanifos, C.P., Mantziaras, P.M., and Georgiou, D., ( 1999). “Squeezing rock response to NATM tunneling. A case study.” Proc., Int. Symp on Geotechnical Aspects of Underground Construction in Soft Rock, Balkema, Japan, 167–172.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130Issue 10October 2004
Pages: 1004 - 1013

History

Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

Affiliations

V. Kontogianni
Dipl. Engineer, MSc, PhD Candidate, Dept. of Civil Engineering, Patras Univ., Patras 26500, Greece. E-mail: [email protected]
A. Tzortzis
Dipl. Engineer, Dept of Civil Engineering, Patras Univ., Patras 26500, Greece.
S. Stiros
Dipl. Engineer, PhD, Associate Professor, Dept. of Civil Engineering, Patras Univ., Patras 26500, Greece. E-mail address: [email protected]

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