Effect of TBM driving parameters on ground surface movements: Channel Tunnel Rail Link Contract 220

Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th International Conference of TC28 of the ISSMGE

Volumn , Issue , 2006, Pages 335-341

  Wongsaroj, J ^a   Borghi, F X ^a   Soga, K ^a   Mair, R J ^a   Sugiyama, T ^b   Hagiwara, T ^b   Bowers, K H ^c  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

^b Nishimatsu Construction   (Japan)

^c Rail Link Engineering   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CHANNEL TUNNEL RAIL LINKS; DRIVING PARAMETERS; EARTH PRESSURE BALANCE; GROUND MOVEMENT; GROUND SURFACE MOVEMENT; GROUTING PRESSURE; OVERBURDEN PRESSURES; VOLUME LOSS;

CONCRETE CONSTRUCTION; SOIL MECHANICS;

EARTH BORING MACHINES;

EID: 84856833296     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

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4. Mair, R.J. (2003). Theme Lecture, CIRIA conference.
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9. Sugiyama, T., Hagiwara, T., Nomoto, T., Nomoto, M., Ano, Y., Mair, R.J., Bolton, M.D. & Soga, K. (1999). Observations of ground movements during tunnel construction by slurry shield method at the Dockland Light Railway Lewisham Extension - East London. Soils and Foundations, Vol. 39, No. 3, pp. 99-112. (Pubitemid 129716195)