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
