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Prediction of Preceding Crown Settlement Using Longitudinal Displacement Measured on Tunnel Face in Fault Zone

단층대가 분포하는 터널에서 굴진면 수평변위를 이용한 선행 천단변위 분석

  • Yun, Hyun-Seok (Department of Earth and Environmental Sciences, Chungbuk National University) ;
  • Do, Kyung-Ryang (Daelim Industrial Company, Limited) ;
  • Seo, Yong-Seok (Department of Earth and Environmental Sciences, Chungbuk National University)
  • Received : 2017.03.15
  • Accepted : 2017.03.25
  • Published : 2017.03.31

Abstract

Preceding displacements in tunnel are difficult to predict since the measurements of displacements after excavation can not be performed immediately. In the present study, The longitudinal displacements which can be measured immediately after excavation are used to predict the crown settlements occurring before excavation only if fault is located at the tunnel crown. Three-dimensional finite element analysis was conducted using 28 numerical models with various fault attitudes to analyze the correlation between the longitudinal displacements on tunnel face and preceding crown settlements. The results, $L_{face}/C$ ratio show 2~12% in the drives with dip models and 2~13% in the drives against dip models individually. In addition, each model has a certain $L_{face}/C$ ratio. The result of the regression analysis show that the coefficient of determination is over 0.8 in most models. Therefore, crown settlements occurring before excavation can be predicted by analyzing the longitudinal displacements occurring on tunnel faces.

터널에서의 일상계측은 공정 특성상 굴착 후 바로 수행되기 어렵고, 일정 간격마다 수행되기 때문에 굴착 전 발생하는 선행변위를 측정할 수 없다. 본 연구에서는 굴착과 동시에 측정할 수 있는 굴진면 수평변위를 이용하여 단층대가 터널 상부에 분포하는 경우 천단부에서 발생하는 선행변위를 분석하였다. 단층이 터널의 굴진방향과 이루는 각도와 경사가 서로 다른 24개 모델에 대해 3차원 유한요소해석을 실시하여 굴진면 수평변위와 선행 천단변위의 상관성을 분석하였다. 분석결과, 선행 천단변위에 대한 굴진면 수평변위의 비($L_{face}/C$ ratio)는 순경사 모델의 경우 약 2~12%, 역경사 모델은 2~13%로 각 모델별로 일정한 비율을 보이는 것으로 나타났다. 또한 회귀분석을 통한 선행 천단변위와 굴진면 수평변위의 상관성을 분석한 결과, 대부분의 모델에서 약 0.8 이상의 높은 결정계수($R^2$)를 보여 굴진면에서 발생하는 수평변위를 이용하면 계측 전 터널 천단에서 발생하는 선행변위의 산정이 가능한 것으로 나타났다.

Keywords

References

  1. Hanafy, E. A. and Emery, J. J., 1980, Advancing face simulation of tunnel excavations and lining placement, In Proceeding of the 13th Canadian Rock Mechanics Symposium, Toronto, 119-125.
  2. Health and Safety Executive (HSE), 1996, Safety of new austrian tunnelling method (NATM) tunnels, 26-32.
  3. Jang, W. Y., Yang, H. S., and Chung, S. K., 2007, Analysis for measuring displacement of tunnel face using horizontal inclinometer, Tunnel and Underground Space, Journal of Korean Society for Rock Mechanics, 17(5), 428-434 (in Korean with English abstract).
  4. Kim, C. H., 2013, Measurement of tunnel arch settlements ahead of and behind the tunnel face using a horizontal inclinometer and settlement pins, Tunnel and Underground Space, Journal of Korean Society for Rock Mechanics, 23(2), 120-129 (in Korean with English abstract).
  5. Kim, C. H., Chae, Y. S., and Park, Y. J, 2008, Prediction of preceding displacement of a soil-tunnel by displacement monitoring using horizontal inclinometer, Tunnel and Underground Space, Journal of Korean Society for Rock Mechanics, 18(5), 355-365 (in Korean with English abstract).
  6. Kim, K. S., Kim, Y. S., You, K. H., Park, Y. J., and Lee, D. H., 2003, Prediction of change in ground condition ahead of tunnel face using three-dimensional convergence analysis, Tunnel and Underground Space, Journal of Korean Society for Rock Mechanics, 13(6), 476-485 (in Korean with English abstract).
  7. Kim, K. Y., Kim, C. Y., Hong, S. W., Bae, G. J., Seo, Y. S., and Jeon, J. S., 2003, A study on the measurement of tunnel pre-displacement using horizontal inclinometer, The Annual Conference of the Korean Society of Civil Engineers, 4878-4883 (in Korean).
  8. Lee, I. M., Kang, G. D., and Park, K. J., 1998, Prediction of ground-condition ahead of the tunnel face by using 3-dimensional absolute displacements, The Journal of the Korean Geotechnical Society, 14(4), 17-31 (in Korean with English abstract).
  9. Lee, I. M., Lee, S. J., Lee, J. G., and Lee, D. H., 2002, Convergence change in a tunnel face approaching fault zones, Tunnelling Technology, 4(3), 235-245 (in Korean with English abstract).
  10. Moon, S. W., Yun, H. S., Kim, W. S., Na, J. H., Kim, C. Y., and Seo, Y. S., 2014, Correlation analysis between weight ratio and shear strength of fault materials using multiple regression analysis, The Journal of Engineering Geology, 24(3), 397-409 (in Korean with English abstract). https://doi.org/10.9720/kseg.2014.3.397
  11. Panet, M., 1979, Time-dependent deformation in underground works, 4th ISRM Congress on Rock mechanics, International Society for Rock Mechanics, Montreux, 3, 279-289.
  12. Panet, M. and Guenot, A., 1982, Analysis of convergence behind the face of tunnel, Proceedings of the International Conference on Tunnelling, Brighton, The Institution of Mining and Metallurgy, 197-204.
  13. Park, Y. J., You, K. H., Song, H. S., Kim, K. S., and Lee, D. H., 2004, The prediction of ground condition ahead of the tunnel face using 3-dimensional numerical analysis, Tunnel and Underground Space, Journal of Korean Society for Rock Mechanics, 14(6), 440-449 (in Korean with English abstract).
  14. Schubert, P. and Vavrovsky, G. M., 1994, Interpretation of monitoring results, World Tunnelling, 351-356.
  15. Schubert, W. and Steindorfer, A., 1996, Selective displacement monitoring during tunnel excavation, Felsbau, 14(2), 93-98.
  16. Seo, Y. S. and Yun, H. S., 2014, The mechanical properties by rock type in Korea, Korean Radioactive Waste Society Spring 2014 workshop (in Korean).
  17. Shin, H. S., Lee, S. H., and Bae, G. J., 2007, Survey of tunnel collapses, The Annual Conference of the Korean Society of Civil Engineers, 2979-2982 (in Korean).
  18. Song, G. J., Yun, H. S., and Seo, Y. S., 2016, Prediction of fault zone ahead of tunnel face using longitudinal displacement measured on tunnel face, The Journal of Engineering Geology, 26(2), 187-196 (in Korean with English abstract). https://doi.org/10.9720/kseg.2016.2.187
  19. Vassilev, V. H. and Hrisstov, T. N., 1988, Influence of the heading face and a two-dimensional calculation model of tunnel linings, In Proceeding of the 6th international Conference on Numerical Methods in Geomech., Innsbruck, 3, 1551-1555.
  20. Yim, S. B., Yun, H. S., Seo, Y. S., and Park, S. H., 2007, Estimation of total displacements by RMR grades using 3-dimensional numerical analysis, The Journal of Engineering Geology, 17(2), 217-224 (in Korean with English abstract).
  21. Yun, H. S., Ban, J. D., Lee, C. K., and Seo, Y. S., 2015a, The uniaxial compressive strength according to contents of breccia in fault gouge, Proceedings of Korean Society of Engineering Geology 2015 Fall Conference, 175p (in Korean).
  22. Yun, H. S. and Seo, Y. S., 2016, Analysis of fault attitudes by using trajectories of the maximum longitudinal displacement on tunnel face, The Journal of Engineering Geology, 26(3), 393-401 (in Korean with English abstract). https://doi.org/10.9720/kseg.2016.3.393
  23. Yun, H. S., Moon, S. W., Song, G. J., and Seo, Y. S., 2015b, Case studies of geotechnical parameters applied on collapsed tunnels in fault zone of Korea, Korean Geotechnical Society Spring National Conference, 755-758 (in Korean).
  24. Yun, H. S., Song, G. J., Kim, Y. B., Kim, C. Y., and Seo, Y. S., 2015c, Developments of real-time monitoring system to measure displacements on face of tunnel in weak rock, Journal of Korean Tunnelling and Underground Space Association, 17(4), 441-455 (in Korean with English abstract). https://doi.org/10.9711/KTAJ.2015.17.4.441