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(사)한국터널지하공간학회

Case study of volume loss estimation during slurry tbm tunnelling in weathered zone of granite rock

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2016, v.18 no.1, pp.61-74
https://doi.org/10.9711/KTAJ.2016.18.1.061




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Abstract

This paper presents a case study on the ground settlement and volume loss estimation for slurry pressure balanced shield TBM tunnelling in weathered zone of granite rock. Settlement at each stage of shield tunnelling was analyzed and the volume losses and settlement trough factors were estimated from observations. In addition, using the existing volume loss evaluation method in literature, volume losses were estimated considering ground properties and actual driving parameters. Most of ground settlement occurred during passage of shield skin passage and after backfill grouting, and the measured total volume loss and trough curves appeared to coincide with literature. Shield and tail loss obtained from field measurement were found to be around 90% and 60% of the predictions, where tail loss indicated larger deviation than shield loss.

keywords
Shield TBM, Ground settlement, Volume loss, Field monitoring, Face pressure, Backfill pressure, 쉴드TBM, 지표 침하, 체적손실, 현장 계측, 막장압, 뒤채움압

Reference

1.

1. Bezuijen, A., Bakker, K.J. (2007), “Bentonite and grout flow around a TBM”, Proceedings of WTC 2007, Prague.

2.

2. BouBou, R., Emeriault, F., Kastner, R. (2008), “Correlation between TBM parameters and ground surface settlements - Neural network method”, ISSMGE TC28, Hungary.

3.

3. Fargnoli, V., Boldini, D., Amorosi, A. (2013), “TBM tunnelling-induced settlements in coarsegrained soils: The case of the new Milan underground line 5”, Tunnelling and Underground Space Technology, Vol. 38, pp. 336-347.

4.

4. FHWA. (2009), “Road Tunnel Manual (FHWANHI-09-010)”.

5.

5. Forth, R.A., Thorley, C.B.B. (1995), “Ground and building settlement due to tunnelling in Hong Kong”, Land Subsidence, No. 234, pp. 149-160.

6.

6. Ingles, O.G. (1972), “Soil Stabilization, Butterworths”, Sydney, Australia.

7.

7. Jones, B.D. (2010), “Low-volume-loss tunnelling for London ring main extension”, Geotechnical Engineering, Vol. 163, pp. 167-185

8.

8. Lagerblad, B., Fjallberg, L. Vogt, C. (2010), “Shrinkage and durability of shotcrete”, Proceedings of shotcrete elements of a system, ED:Bernard, E.S., 2010, Taylor & Francis Group, London, U.K., pp. 173-180.

9.

9. Lee, K.M., Rowe, R.K., Lo, K.Y. (1992), “Subsidence owing to tunneling. I. estimating the gap parameter”, Canadian Geotechnical Journal, Vol. 29, pp. 929-940.

10.

10. Land Transport Authority. (2013), “Particular Specification, Thomson Line Contract T212”. Singapore.

11.

11. Loganathan N. (2011), “An innovative method for assessing tunnelling-induced risks to adjacent structures”, Parsons Brinckerhoff Inc., New York, United States.

12.

12. Mair, R.J., Taylor, R.N. (1997), “Bored tunneling in ther urban environment”, In proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany.

13.

13. MTR Corporation Ltd. (2011), “Consultancy Agreement No. C1105 – Shatin to Central Line”, Hong Kong.

14.

14. Peck, R.B. (1969), “Deep excavations and tunneling in soft ground, State-of-art report”, In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, State-of-the-Art Volume, Mexico City, Mexico, pp. 225-290.

15.

15. Schmidt, B. (1969), “Settlements and ground movements associated with tunneling in soil”, PhD thesis, University of Illinois, Urbana, United States.

16.

16. Suwansawat, S. (2002), “Earth pressure balance (EPB) shield tunneling in bangkok: ground response and prediction of surface settlements using artificial neural networks”, Doctoral Thesis, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Massachusetts, United States.

17.

17. Wongsaroj, J., Borghi, E.X., Soga, K., Mair, R.J., Sugiyama, T., Hagiwara, T., Bowers, K.H. (2013), “Effect of TBM driving parameters on ground surface movements: channel tunnel rail link contract 220”, In Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, Vol. 99, pp. 15-17.

(사)한국터널지하공간학회