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2016 Vol.18, Issue 1 Preview Page
31 January 2016. pp. 61-74
Abstract
References
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 coarse- grained soils: The case of the new Milan underg-round line 5”, Tunnelling and Underground Space Technology, Vol. 38, pp. 336-347.
4
4.FHWA. (2009), “Road Tunnel Manual (FHWA- NHI-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”, Procee-dings 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 Engine-ering, 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 Under-ground Construction in Soft Ground: Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, Vol. 99, pp. 15-17.
Information
  • Publisher :Korean Tunneling and Underground Space Association
  • Publisher(Ko) :한국터널지하공간학회
  • Journal Title :Journal of Korean Tunnelling and Underground Space Association
  • Journal Title(Ko) :한국터널지하공간학회 논문집
  • Volume : 18
  • No :1
  • Pages :61-74
  • Received Date : 2015-12-15
  • Revised Date : 2016-01-04
  • Accepted Date : 2016-01-08