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· 분류 : 외국도서 > 기술공학 > 기술공학 > 구조
· ISBN : 9780415391337
· 쪽수 : 302쪽
· 출판일 : 2005-12-22
목차
Part 1: Field Measurements
Introduction to Field Measurements
Monitoring soft soil tunnelling in the Netherlands: an inventory of design aspects
P. van den Berg, K.J. Bakker & J. Rots
Ground deformations due to the boring of the Second Heinenoord Tunnel
E.P. van Jaarsveld, J.W. Plekkenpol & C.A. Messemaeckers van de Graaf
ETAC two-component grout field test at Botlek rail tunnel
A. Feddema, M. Moller,W.H. van der Zon &T. Hashimoto
Pore pressures in front of tunnel, measurements, calculations and consequences for
stability of tunnel face
A. Bezuijen, J.P. Pruiksma & H.H. van Meerten
The influence of soil permeability on the properties of a foam mixture in a TBM
A. Bezuijen
Pressure gradients and muck properties at the face of an EPB
A. Bezuijen, J.F.W. Joustra, A.M. Talmon & B. Grote
In-situ frost heave loads in artificially frozen ground for tunnelling
R.H.B. Rijkers, B. Hemmen, N.M. Naaktgeboren & H.Weigl
Monitoring and modelling during tunnel construction
A. Bezuijen &A.M. Talmon
Part 2: Grout Behaviour
Introduction to Grout Behaviour
Modelling the grouting process around a tunnel lining in a geotechnical centrifuge
H.E. Brassinga &A. Bezuijen
Grout pressures around a tunnel lining
A.M. Talmon, L. Aanen, A. Bezuijen &W.H. van der Zon
Field measurements of grout pressures during tunnelling of the Sophia Rail Tunnel
A. Bezuijen, A.M. Talmon, F.J. Kaalberg & R. Plugge
Grout the foundation of a bored tunnel
A. Bezuijen &A.M. Talmon
Simultaneous backfill grouting, pressure development in construction phase & in the long-term
T. Hashimoto, T. Konda, J. Brinkman, A. Feddema &Y. Kano
Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining
A. Bezuijen &A.M. Talmon
Laboratory testing of grout properties and their influence on backfill grouting
A. Bezuijen,W.H. van der Zon &A.M. Talmon
Part 3: Model Testing
Introduction to Model Testing
The influence of a bored tunnel on pile foundations
A. Bezuijen & J.S. van der Schrier
Shield tunnelling in saturated sand ? face support pressure and soil deformations
J.W. Plekkenpol, J.S. van der Schrier & H.J.A.M. Hergarden
Blow-out pressures measured in a centrifuge model and in the field
A. Bezuijen & H.E. Brassinga
The stability of a tunnel face in soft clay
A. Bezuijen &A. van Seters
Simulation of the EPB-shield TBM in model tests with foam as additive
A. Bezuijen & P.E.L. Schaminee
Muck discharge by the screw conveyor of an EPB Tunnel Boring Machine
A.M. Talmon &A. Bezuijen
Geotechnical centrifuge tests to verify the long-term behaviour of a bored tunnel
H.M.A. Pachen, H.E. Brassinga &A. Bezuijen
Part 4: Numerical Analysis
Introduction to Numerical Analysis
Constructing underground: influencing geotechnical equilibrium
P. van den Berg, J.S. van der Schrier & H.J.A.M Hergarden
Stress distribution due to tunnel excavation
A.J. Grashuis & J.A.M. Teunissen
Soil loads acting on shield tunnels: comparison between bedded beam model and
finite element calculations
J.T. van der Poel, H.J.A.M. Hergarden & H.R.E. Dekker
3D analysis of soft soil tunnelling
S.J.M. van Eekelen, P. van den Berg, K.J. Bakker & F. Jonker
Three dimensional numerical simulation of tunnelling
J.A.M. Teunissen, J. Brinkman & P.S. Jovanovic
Simplified three-dimensional numerical modelling of shield tunnel advancement
A.R. Koelewijn &A. Verruijt
Part 5: Miscellaneous
Introduction to Miscellaneous
Souterrain The Hague: clogging of groundwater wells above a gel layer during construction
of an underground tram station
H.J. Luger, E.E. van der Hoek &A.F. van Tol
Souterrain The Hague: imperfections in jet-grout layers
A.F. van Tol & J.B. Sellmeijer
Souterrain The Hague: scouring in case of sand boils through a jet-grout layer
D.R. Mastbergen,W.G.M. van Kesteren &A.F. van Tol
The use of the underground space in deltaic areas
F.B.J. Barends &W.L. Leendertse
Unseen features jeopardise underground construction
F.B.J. Barends
Managing soil deformations due to tunnelling in the Netherlands
J. Brinkman
Influence of pore pressure at tunnel face
A. Bezuijen














