T. Adachi

Modern Tunneling Science And T

• Gebundenes Buch

Produktbeschreibung

This book introduces the latest frontier of the tunneling science and technology in Japan. It contains a collection of 175 papers presented at the International Symposium on Modern Tunneling Science and Technology held in Kyoto, 2001.

Produktdetails

• Verlag: Taylor & Francis Ltd (Sales)
• Seitenzahl: 604
• Erscheinungstermin: 1. Januar 2001
• Englisch
• Abmessung: 254mm x 178mm x 33mm
• Gewicht: 1256g
• ISBN-13: 9789026518621
• ISBN-10: 9026518625
• Artikelnr.: 24916339

Autorenporträt

Toshishisa Adachi (Author)

Inhaltsangabe

Design and construction of urban tunnels 1. Dangerous gap between theory
and practice in earth pressure balance shield tunneling in Japan 2.
Blow-out pressures measured in a centrifuge model and in the field 3.
Numerical analysis of a shield driven tunnel in Lisbon 4. Time-dependant
infiltration and groundwater flow in a face stability analysis 5. Three
dimensional numerical simulation of tunneling 6. Simulation of shield
behaviour at start to use copy cutter 7. Flaming for shield driven double
track subway tunnel of box shape 8. Using 3D FEM models for predicting
damage during assembling of shield driven tunnel lining of the Green Heart
Tunnel 9. Development of a precast concrete lining technique using
prestressd concrete structures 10. Structural characteristics and design
method of in-situ steel framed concrete liner 11. Structural performance
test on hybrid segments of the "double-O-tube" shield tunnel 12. Numerical
and analytical modelling of the seismic behaviour of shallow tunnels 13.
Study on large section shield tunneling for practical use 14. The new
technologies of constructing the shield tunnel for the power cable in Osaka
15. Construction of urban expressway tunnel with special large cross
section by NATM-Metropolitan Inter-City Highway (Ken-O-Do) Ome Tunnel 16.
Analysis of a large underground station in the Lisbon metro and its
interaction with nearby structures 17. Planning of construction of metro
station below the heavily built up area in Delhi 18. Countermeasures for
surface settlement in constructing shallow overburden urban tunnels
penetrated through active fault 19. Analysis of the behaviour of an old
railway tunnel due to the construction of a Lisbon Metro tunnel 20.
Engineering project of removing obstacle using new freezing technologies
21. Experimental study on seismic performance of corner part in new
composite tunnel structure 22. Rebound control method of buried tunnel 23.
Diaphragm wall stability during excavation in alluvial sand deposit 24. A
new urban tunnelling method adopted to the soft ground with high
groundwater level 25. New pre-support method using pipe roof by semi-shield
and chemical grouting for shirasu fill 26. Behavior and effect of
pro-lining in tunnel construction 27. Laboratory investigation of the
behavior of tunnel face reinforced with longitudinal pipes 28. Evaluation
of a measure taken for controlling subsidence for a large-scale double deck
tunnel at shallow depth 29. Design and construction of a steep incline for
entrance staircase of subway station 30. Influence of neighboring
construction of shield tunnel on the existing structure by two-dimensional
model test 31. Unified design method of urban NATM and shield tunneling
method 32. Design, construction and monitored behavior of urban tunnels
under existing railways 33. Ground measurement and prediction with large
shield tunnelling adjacent to Shinkan-sen track 34. Pore pressures in front
of tunnel, measurements, calculations and consequences for stability of
tunnel face 35. Evaluation of stress released ratio and ground deformation
due to shield tunneling in sandy and gravelly ground 36. ETAC two-component
grout field test at Botlek rail tunnel 37. Grout pressures around a tunnel
lining 38. Application of soil-cutting model to slurry shield tunnelling
machine 39. New method of underground structures using multi elements for
non-open cut constructions 40. Strategy and results of calibration for
complex 3D finite element models for tunnel linings in soft soils 41.
Bending behavior of flat-type RC segment with large width taking into
account the splice effect 42. Capacity of steel fiber reinforced concrete
for extruded concrete lining method 43. Development of a segment with
steel-pipe-inserted joints 44. Reasonable design method of shield tunnel
lining under internal water pressure 45. Internal forces analysis on
non-axially symmetrically pipe slices with different rigidities in the
joint for the shield tunnel 46. Development of high-performance shield
tunneling system using Honey-comb segmental lining 47. Application of the
wing-segments to KUWANA cable tunnel 48. Development of an effective
secondary tunnel lining method 49. The Recent Situation of Shanghai Shield
Tunneling Engineering 50. Soil disturbance extent due to EPB tunnelling in
Shanghai soft clay 51. Predicted ground displacement for the first MRTA
subway in Bangkok subsoils 52. Stability & settlement due to bored
tunneling for Singapore LTA 53. Possibility of long distance and high speed
construction in shield tunneling method-case study on undersea tunnel
project in Osaka bay 54. Concept of the DPLEX shield method and
applicability of the method to large-diameter shields for long-distance
excavation 55. Challenge to cylindrical enlargement of shield machines and
underground docking 56. Mechanical connection for enlarging and docking of
parent-child machines 57. Construction of a T-type cable route using the
branch shield method 58. The report on the construction of large section
tunnel by the MMST method 59. Simulation of the EPB-shield TBM in model
tests with foam as additive 60. A proposed method for predicting ground
response induced by multi-excavation technique 61. Seismic design of
large-scale cut and cover tunnel 62. Optimization of soil improvement for
seismic isolation design of urban tunnels 63. Development of the suspension
method 64. Behavior of retaining walls and adjacent structures during
braced excavation 65. Lubrication and soil conditioning for pipejacking and
tunnelling in clays 66. Tunnel lining with an arching structure constructed
by soilbags 67. Design and construction of RCC culvert 68. Experimental
study on stability of the pre-cast concrete tunnel 69. Centrifuge model
tests on stability of pre-cast panel made tunnel during and after
construction Design and construction of underground space 70. Development
and application of the large-section shallow tunneling methods 71. A Study
on historical value evaluation, preservation and utilization of MINATOGAWA
ZUIDOU (EGEYAMA tunnel) 72. A trial of the underground space use evaluation
73. The development of underground space utilization in Japan underground
or aboveground-in case or parking lot 74. Use of underground spaces and
their flood at the central urban area 75. Application of MBC analysis for
support design of underground cavern 76. Evaluation of the loosened zone on
excavation of the large underground rock cavern 77. Rock behavior during
underground cavern excavation 78. Underground exploitation of the Carrara
Marble The State of Art of Tunneling in Japan 79. Design and construction
of mountain tunnels 80. Present status and subjects related to shield
tunneling in Japan 81. Latest technology of rock underground cavern
excavation in Japan 82. Seismic imaging technique for looking ahead of the
tunnel face using 3-component receivers 83. Underground space development
and tunneling technology 84. Maintenance of tunnels 85. Back analysis for
observational methods in tunneling engineering 86. Active and passive earth
pressures on the trap door