Observations of ground movements during tunnel construction by slurry shield method at the Docklands Light Railway Lewisham Extension-East London

Soils and Foundations

Volumn 39, Issue 3, 1999, Pages 99-112

  Sugiyama, Tadashi ^a   Hagiwara, Toshiyuki ^a   Nomoto, Toshi ^a   Nomoto, Masaaki ^a   Ano, Yutaka ^a   Mair, R J ^b   Bolton, M D ^b   Soga, Kenichi ^b  

^a Nishimatsu Construction   (Japan)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Construction process; In situ monitoring; Settlement; Slurry shield method; Tunnel; Volume loss (IGC: C7 H5)

Indexed keywords

EID: 24044504505     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.3_99     Document Type: Article

References (17)

1. Ata, A. A. (1996): "Ground settlements induced by slurry shield tunnelling in stratified soils," Proc. North American Tunnelling '96, Ozdemir, I. L. (ed.), Vol. 1, pp. 43-50.
2. Attewell, P. B. and Woodman, J. P. (1982): "Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil," Ground Engineering, Vol. 15, No. 8, pp. 13-22.
3. Clough, G. W. and Schmidt, B. (1981): "Design and performance of excavations and tunnels in soft clay," In Soft Clay Engineering, Elsevier, Amsterdam, pp. 569-634.
4. Fujita, K. (1989): "Special lecture B: Underground construction, tunnel, underground transportation," Proc. 12th Int. Conf. on SMFE, Rio de Janeiro, Vol. 4, pp. 2159-2176.
5. Grant, R. J. and Taylor, R. N. (1996): "Centrifuge modelling of ground movements due to tunnelling in layered ground," Proc. of the Int. Symp. on Geotech. Aspects of Underground Construction in Soft Ground Mair, R. J. and Taylor, R. N. (eds.), pp. 507-512, Balkema.
6. Hanya, T. (1977): "Ground movements due to construction of shield-driven tunnel," Proc. 9th Int. Conf. on SMFE, Tokyo, Case History, Vol. 4, pp. 759-790.
7. Hashimoto, T., Hayakawa, K., Kurihara, K., Nomoto, T., Ohtsuka, M. and Yamazaki, T. (1996): "Some aspects of ground movement during shield tunnelling in Japan," Proc. of the Int. Symp. on Geotech. Aspects of Underground Construction in Soft Ground, Mair, R. J. and Taylor, R. N. (eds.), pp. 683-688, Balkema.
8. Imamura, S., Hagiwara, T., Mito, K., Nomoto, T. and Kusakabe, O. (1998): "Settlement trough above a model shield observed in a centrifuge," Proc. of Centrifuge 98, pp. 713-719.
9. Kurihara, K. (1998): "Current mechanized shield tunneling methods in Japan (Invited lecture)," Proc. of the World Tunnel Congress 98 on Tunnels and Metropolises, Brazil, Negro Jr. & Ferreira (eds), pp. 615-622, Balkema.
10. Mair, R. J. (1979): "Centrifuge modelling of tunnel construction in soft clay," Ph.D Thesis, University of Cambridge.
11. Mair, R. J. and Taylor, R. N. (1997): "Theme Lecture: Bored tunnelling in the urban environment," Plenary Session 4, Proc. 14th Int. Conf. on SMFE, Hamburg, Vol. 4, pp. 2353-2385.
12. 12)' Mair, R. J., Taylor, R. N. and Bracegirdle, A. (1993): "Subsurface settlement profiles above tunnels in clays," Geotechnique, Vol. 43, No. 2, pp. 315-320.
13. New, B. M. and O'Reilly, M. P. (1991): "Tunnelling induced ground movements - Predicting their magnitude and effects," Proc. of 4th Int. Conf. on Ground Movements and Structures, Cardiff, Invited Review Paper, pp. 671-697.
14. Nomoto, T., Mori, H. and Matsumoto, M. (1995): "Overview of ground movement during shield tunnelling: A survey on Japanese shield tunnelling," Proc. of Underground Construction in Soft Ground, Fujita and Kusakabe, (eds.), pp. 345-351, Balkema.
15. O'Reilly, M. P. and New, B. M. (1982): "Settlement above tunnels in the United Kingdom-their magnitude and prediction," Tunnelling 82, London, IMM, pp. 173-181.
16. Peck, R. B. (1969): "Deep excavation and tunneling in soft ground," Proc. of the 7th Int. Conf. on SMFE (Mexico), State of the Art Volume, pp. 225-290.
17. Selby, A. R. (1988): "Surface movements caused by tunnelling in two-layer soil," Engineering Geology of Underground Movements Bell, F. G. et al. (eds.), Geological Society Engineering Geology Special Publication, No. 5, pp. 71-77.