Tunnelling. A Decade of Progress. GeoDelft 1995-2005

A Bezuijen: GeoDelft, NLH. van Lottum:

• Part 1: Field MeasurementsIntroduction to Field MeasurementsMonitoring soft soil tunnelling in the Netherlands: an inventory of design aspects P. van den Berg, K.J. Bakker & J. RotsGround deformations due to the boring of the Second Heinenoord Tunnel E.P. van Jaarsveld, J.W. Plekkenpol & C.A. Messemaeckers van de GraafETAC two-component grout field test at Botlek rail tunnel A. Feddema, M. Möller,W.H. van der Zon &T. HashimotoPore pressures in front of tunnel, measurements, calculations and consequences forstability of tunnel face A. Bezuijen, J.P. Pruiksma & H.H. van MeertenThe influence of soil permeability on the properties of a foam mixture in a TBMA. BezuijenPressure gradients and muck properties at the face of an EPB A. Bezuijen, J.F.W. Joustra, A.M. Talmon & B. GroteIn-situ frost heave loads in artificially frozen ground for tunnellingR.H.B. Rijkers, B. Hemmen, N.M. Naaktgeboren & H.WeiglMonitoring and modelling during tunnel construction A. Bezuijen &A.M. TalmonPart 2: Grout BehaviourIntroduction to Grout BehaviourModelling the grouting process around a tunnel lining in a geotechnical centrifuge H.E. Brassinga &A. BezuijenGrout pressures around a tunnel lining A.M. Talmon, L. Aanen, A. Bezuijen &W.H. van der ZonField measurements of grout pressures during tunnelling of the Sophia Rail Tunnel A. Bezuijen, A.M. Talmon, F.J. Kaalberg & R. PluggeGrout the foundation of a bored tunnel A. Bezuijen &A.M. TalmonSimultaneous backfill grouting, pressure development in construction phase & in the long-term T. Hashimoto, T. Konda, J. Brinkman, A. Feddema &Y. KanoGrout pressures around a tunnel lining, influence of grout consolidation