The effect of consolidation on TBM shield loading in water-bearing squeezing ground
- Journal Article
Journal / seriesRock Mechanics and Rock Engineering
SubjectTunnel boring machine; Squeezing ground; Shield jamming; Advance rate; Standstill; Consolidation; Numerical investigation; Steady state method
Organisational unit03655 - Anagnostou, Georgios
02607 - Institut für Geotechnik (IGT) / Institute for Geotechnical Engineering (IGT)
NotesReceived 1 March 2010, Accepted 23 June 2010, Published online 11 July 2010.
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