Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, 15-17 June 2005Klaas Jan Bakker, Adam Bezuijen, Wout Broere, E.A. Kwast A valuable source of reference on the current practices of analysis, design and construction of tunnels and underground structures in soft ground. This collection of reviewed papers covers a wide range of tunnelling practice, from deep excavations in Singapore to the construction of a new metro line in Barcelona. The international scope of the contributors makes this a truly comprehensive collection of work on the geotechnical aspects of soft ground excavation. |
Contents
reflections on advances over 10 years | 3 |
Deep excavations in Singapore marine clay | 13 |
The effects of tunnelling on existing structures | 31 |
Bored tunnels | 39 |
Mitigating measures for underground construction in soft ground | 55 |
H Akagi | 61 |
Monitoring ground and structural response to underground construction works | 67 |
Comparison of various structural safety tunnel calculations in soft soil | 93 |
A Bezuijen A M Talmon | 195 |
Bayesian updating of tunnel performance for Ko estimate of Santiago gravel | 211 |
Settlement assessment of running tunnels a generic approach | 225 |
H Iida A Isogai K Chishiro T Ono Y Koyama A Koizumi | 239 |
Influences of physical grout flow around bored tunnels | 253 |
N A Munfah J Butler | 271 |
Geotechnical centrifuge tests to verify the longterm behaviour of a bored tunnel | 283 |
Analytical stability models for tunnels in soil | 299 |
Centrifuge study of tunnel movements and their interaction with structures | 99 |
Twist behaviour of buildings due to tunnel induced ground movement | 107 |
J N Franzius D M Potts J B Burland | 115 |
Dutch research on the impact of shield tunnelling on pile foundations | 123 |
F J Kaalberg E A H Teunissen A F van Tol J W Bosch | 133 |
Threedimensional numerical simulation of tunnelling effects on an existing pile | 139 |
Review of the limiting tensile strain method for predicting settlement induced building damage | 159 |
Large diameter tunnelling under polders | 181 |
Influence of grout material in shield tail on shield tunnelling performance | 313 |
mechanisms observed | 327 |
Soil and lining responses during tunnelling in waterbearing permeable soil 3D stresspore | 343 |
Numerical study of a measure for mitigating ground displacements induced by tunnelling | 357 |
T Cheong K Soga | 377 |
Fracture grouting improving the grouting efficiency in sand | 397 |
H Haß P Schäfers | 413 |
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Common terms and phrases
Aspects of Underground assessment behaviour bending bending moment bentonite Bezuijen Boom Clay bored tunnels Botlek building calculated concrete Construction in Soft deep excavations deformation depth diameter diaphragm wall distance earth pressure effects elastic Engineering extensometer finite element finite element analysis FLAC Geotechnical Aspects Geotechnical Engineering greenfield ground movements ground surface groundwater grouting pressure Heathrow Express increase influence injection installed interaction jet grouting kN/m² Lambeth Group layer load London Clay Mair maximum measured ment method metro monitoring numerical analysis paper parameters Piccadilly Line pipe plane strain pore pressure predictions ratio ring sand segments settlement profile settlement trough shear shield tunnelling shotcrete shown in Figure shows simulation slurry Soft Ground soil stability stiffness strain stress structure struts surface settlement tests tion tube tunnel axis Tunnel Boring Machine tunnel construction tunnel excavation tunnel face tunnel lining Underground Construction values volume loss zone