DOI QR코드

DOI QR Code

Tunnelling on terrace soil deposits: Characterization and experiences on the Bogota-Villavicencio road

  • Colmenares, Julio E. (Department of Civil and Agricultural Engineering, Universidad Nacional de Colombia) ;
  • Davila, Juan M. (EDL SAS) ;
  • Shin, Jong-Ho (Department of Civil Engineering, Konkuk University) ;
  • Vega, Jairo (EDL SAS)
  • 투고 : 2017.06.01
  • 심사 : 2018.03.23
  • 발행 : 2018.06.30

초록

Terrace deposits are often encountered in portal areas and tunnels with low overburden. They are challenging to excavate considering their great mechanical and spatial heterogeneity and a very high stiffness contrast within the ground. Terrace deposits are difficult to characterize, considering that samples for laboratory testing are almost unfeasible to obtain, and laboratory tests may not be representative due to scale effects. This paper presents the approach taken for their characterization during the design stage and their posterior validation performed during construction. Lessons learned from several tunnels excavated on terrace deposits on the Bogota-Villavicencio road (central-east Colombia), suggest that based on numerical simulations, laboratory testing and tunnel system behaviour monitoring, an observational approach allows engineers to optimize the excavation and support methods for the encountered ground conditions, resulting in a more economic and safe construction.

키워드

과제정보

연구 과제 주관 기관 : National Research Foundation (NRF), Korea Agency for Infrastructure Technology Advancement

참고문헌

  1. Button, E.A., Schubert, W. and Riedmueller, G. (2002), "Shallow tunneling in a tectonic melange: Rock mass characterization and data interpretation", Proceedings of the 5th North American Rock Mechanics Symposium, Toronto, Ontario, Canada, July.
  2. CIA (2008), Colombia Physiography, Central Intelligence Agency Library, Washington, D.C., U.S.A., .
  3. Chua, C.G. and Goh, A.T.C. (2005), "Estimating wall deflections in deep excavations using Bayesian neural networks", Tunn. Undergr. Sp. Technol., 20(4), 400-409. https://doi.org/10.1016/j.tust.2005.02.001
  4. Dissauer, J., Leitner, A. and Mittelbach, H. (2002), "Tunnel spitaltunnelbau in schwierigen Verhaltnissen", Felsbau, 20(1), 40-48.
  5. Deng, J.H. and Lee, C.F. (2001), "Displacement back analysis for a steep slope at the Three Gorges Project site", J. Rock Mech. Min. Sci., 38(2), 259-268. https://doi.org/10.1016/S1365-1609(00)00077-0
  6. El Tiempo (1999), Tragedia de Quebrada Blanca, El Tiempo, Bogota D.C, Colombia, .
  7. El Tiempo (2004), Bogota-Villavo: Via Tragica e Inconclusa, El Tiempo, Bogota D.C, Colombia, .
  8. Feng, X.T., Zhang, Z. and Sheng, Q. (2000), "Estimating mechanical rock mass parameters relating to the Three Gorges Project permanent shiplock using an intelligent displacement back analysis method", J. Rock Mech. Min. Sci., 37(7), 1039-1054. https://doi.org/10.1016/S1365-1609(00)00035-6
  9. Feng, X.T. and An, H. (2004), "Hybrid intelligent method optimization of a soft rock replacement scheme for a large cavern excavated in alternate hard and soft rock strata", J. Rock Mech. Min. Sci., 41(4), 655-667. https://doi.org/10.1016/j.ijrmms.2004.01.005
  10. Finno, R.J. and Calvello, M. (2005), "Supported excavations: The Observational Method and inverse modeling", J. Geotech. Geoenviron. Eng., 131(7), 826-836. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(826)
  11. Gao, W. and He, T.Y. (2017), "Displacement prediction in geotechnical engineering based on evolutionary neural network", Geomech. Eng., 13(5), 845-860. https://doi.org/10.12989/GAE.2017.13.5.845
  12. Gioda, G. (1985), "Some remarks on back analysis and characterization problems", Proceedings of the 5th International Conference on Numerical Methods in Geomechanics, Nagoya, Japan, April.
  13. Goodman, R.E. and Ahlgren, C.S. (2000), "Evaluating the safety of a concrete gravity dam on weak rock: Scott Dam", J. Geotech. Geoenviron. Eng., 126(5), 429-442. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(429)
  14. Hashash, Y.M., Hook, J.J., Schmidt, B., John, I. and Yao, C. (2001), "Seismic design and analysis of underground structures", Tunn. Undergr. Sp. Technol., 16(4), 247-293. https://doi.org/10.1016/S0886-7798(01)00051-7
  15. ITA, W.G.C.T. (2009), General Report on Conventional Tunnelling Method, International Tunnelling and Underground Space Association, Chatelaine, Switzerland.
  16. Jing, L. and Hudson, J. (2002), "Numerical methods in rock mechanics", J. Rock Mech. Min. Sci., 39(4), 409-427. https://doi.org/10.1016/S1365-1609(02)00065-5
  17. Kao, C.H., Wang, C.C. and Wang, H.Y. (2017), "A neural-based predictive model of the compressive strength of waste LCD glass concrete", Comput. Concrete, 19(5), 457-465. https://doi.org/10.12989/cac.2017.19.5.457
  18. Ledesma, A., Gens, A. and Alonso, E.E. (1996), "Estimation of parameters in geotechnical backanalysis-I. Maximum likelihood approach", Comput. Geotech., 18(1), 1-27. https://doi.org/10.1016/0266-352X(95)00021-2
  19. Lindquist, E.S. (1994), "The strength and deformation properties of melange", Ph.D. Dissertation, University of California at Berkeley, California, U.S.A.
  20. Lindquist, E.S. and Goodman, R.E. (1994), "The strength and deformation properties of a physical model melange", Proceedings of 1st North American Rock Mechanics Conference (NARMS), Austin, Texas, U.S.A., June.
  21. Maher, M. (2015), Highways: Soil and Soil Testing for Roadworks, ICE Publishing, London, U.K.
  22. Medley, E. (1994), "The engineering characterisation of melanges and similar block-in-matrix-rocks (bimrocks)", Ph.D. Dissertation, University of California at Berkeley, California, U.S.A.
  23. Medley, E. and Lindquist, E. (1995), "The engineering significance of the scale-independence of some Franciscan melanges in California", Proceedings of the 35th U.S. Rock Mechanics Symposium, Reno, Nevada, U.S.A., June.
  24. Medley, E. (2007), Bimrocks Article Part 1: Introduction, Newsletter of HSSMGE, 17-21.
  25. OeGG (2010), Guideline for the Geotechnical Design of Underground Structures with Conventional Excavation, Austrian Society for Geomechanics, Salzburg, Austria.
  26. Oreste, P.P. (1997), "Tecniche di Back-Analysis per il Miglioramento della Conoscenza della Roccia nelle Costruzioni in Sotterraneo", GeoIngegneria Ambientale e Mineraria, 91, 49-55.
  27. Oreste, P.P. (2005), "Back-analysis techniques for the improvement of the understanding of rock in underground constructions", Tunn. Undergr. Sp. Technol., 20(1), 7-21. https://doi.org/10.1016/j.tust.2004.04.002
  28. Pichler, B., Lackner, R. and Mang, H.A. (2003), "Back analysis of model parameters in geotechnical engineering by means of soft computing", J. Numer. Meth. Eng., 57(14), 1943-1978. https://doi.org/10.1002/nme.740
  29. Sakurai, S. and Abe, S. (1981), "Direct strain evaluation technique in construction of underground opening", Proceedings of the 22nd U.S Symposium on Rock Mechanics: Rock Mechanics from Research to Application, Cambridge, Massachusetts, U.S.A., June-July.
  30. Sakurai, S., Shimizu, N. and Matsumuro, K. (1985), "Evaluation of plastic zone around underground openings by means of displacement measurements", Proceedings of the 5th International Conference on Numerical Methods in Geomechanics, Nagoya, Japan, April.
  31. Sakurai, S., Akutagawa, S., Takeuchi, K., Shinji, M. and Shimizu, N. (2003), "Back analysis for tunnel engineering as a modern observational method", Tunn. Undergr. Sp. Technol., 18(2-3), 185-196. https://doi.org/10.1016/S0886-7798(03)00026-9
  32. Schubert, W. and Riedmuller, G. (2000), "Tunnelling in fault zones-state of the art in investigation and construction", Felsbau, 18(2), 7-15.
  33. Swoboda, G., Ichikawa, Y., Dong, Q. and Zaki, M. (1999), "Back analysis of large geotechnical problems", J. Numer. Meth. Eng. Geomech., 23(13), 1455-1472. https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C
  34. Shahrbanouzadeh, M., Barania, G.A. and Shojaeec, S. (2015), "Analysis of flow through dam foundation by FEM and ANN models Case study: Shahid Abbaspour Dam", Geomech. Eng., 9(4), 465-481. https://doi.org/10.12989/gae.2015.9.4.465
  35. Tevelev, A.V. (2014), "Tunnel erosion, upward-unsealing terraces, and dynamic interpretation of alluvial deposits", Mosc. Univ. Geo. Bull., 69(1), 17-27. https://doi.org/10.3103/S0145875214010086
  36. Vardakos, S. (2007), "Back-analysis methods for optimal tunnel design", Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Virginia, U.S.A.