| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A challenge of an ultra-large section tunnel project in unconsolidated ground - design and construction of the Minoh toll road tunnel -
|
|
|
2004
|
19 |
4-5 |
p. 464-
1 p.
|
artikel
|
| 2 |
A code of practice for tunnelling
|
|
|
2004
|
19 |
4-5 |
p. 335-336
2 p.
|
artikel
|
| 3 |
A comparison and evaluation of available techniques for monitoring bored tunnelling excavated spoil volumes
|
|
|
2004
|
19 |
4-5 |
p. 445-
1 p.
|
artikel
|
| 4 |
A comparison of oxygen decompression tables for use in hyperbaric tunnelling
|
|
|
2004
|
19 |
4-5 |
p. 313-
1 p.
|
artikel
|
| 5 |
A correlation between energy input and quality for jet grouting in marine clay
|
|
|
2004
|
19 |
4-5 |
p. 502-
1 p.
|
artikel
|
| 6 |
A multifunctional testing device for rock fragmentation by combining cut with impact
|
|
|
2004
|
19 |
4-5 |
p. 526-
1 p.
|
artikel
|
| 7 |
Analysis and prediction of thrust in using slurry pipe jacking method
|
|
|
2004
|
19 |
4-5 |
p. 356-
1 p.
|
artikel
|
| 8 |
An evaluation method of ground improvement by jet-grouting
|
|
|
2004
|
19 |
4-5 |
p. 496-497
2 p.
|
artikel
|
| 9 |
A numerical study on behavioural characteristics of cut and cover tunnel
|
|
|
2004
|
19 |
4-5 |
p. 482-483
2 p.
|
artikel
|
| 10 |
Application of rock mechanics in geotechnical engineering to avoid increase of construction time and costs for large-scale infrastructure projects - case studies
|
|
|
2004
|
19 |
4-5 |
p. 405-
1 p.
|
artikel
|
| 11 |
Application of the pneumatic pin penetration test to estimation of compressive strength of shotcrete in Korea
|
|
|
2004
|
19 |
4-5 |
p. 432-433
2 p.
|
artikel
|
| 12 |
A rational design of steel segmental lining in large dimensional shield tunnels for rapid post-excavation method
|
|
|
2004
|
19 |
4-5 |
p. 457-458
2 p.
|
artikel
|
| 13 |
Assessment of ground condition for a mass rail transit system in Singapore
|
|
|
2004
|
19 |
4-5 |
p. 529-530
2 p.
|
artikel
|
| 14 |
A Study on the time-dependent character of surrounding rock deformation of a test tunnel
|
|
|
2004
|
19 |
4-5 |
p. 414-
1 p.
|
artikel
|
| 15 |
Back analysis of strut loads for deep excavation of NEL Dhoby Ghaut Station in Singapore
|
|
|
2004
|
19 |
4-5 |
p. 476-
1 p.
|
artikel
|
| 16 |
Blasting in twin tunnels with small spacing and its vibration control
|
|
|
2004
|
19 |
4-5 |
p. 518-
1 p.
|
artikel
|
| 17 |
Blasting technologies for tunnelling and underground construction
|
|
|
2004
|
19 |
4-5 |
p. 416-
1 p.
|
artikel
|
| 18 |
Bored tunnel lining design in soft soils - a comparison between analytical and numerical analyses
|
|
|
2004
|
19 |
4-5 |
p. 456-
1 p.
|
artikel
|
| 19 |
Channel Tunnel Rail Link, planning, design and associated urban development
|
|
|
2004
|
19 |
4-5 |
p. 351-
1 p.
|
artikel
|
| 20 |
Comparison of different excavation sequences of large-span unsymmetrical arcade tunnel
|
|
|
2004
|
19 |
4-5 |
p. 415-
1 p.
|
artikel
|
| 21 |
Comparison of face pressurized shield methods in various soil conditions
|
|
|
2004
|
19 |
4-5 |
p. 403-404
2 p.
|
artikel
|
| 22 |
Computation of strains and pressures for tunnels in swelling rocks
|
|
|
2004
|
19 |
4-5 |
p. 422-423
2 p.
|
artikel
|
| 23 |
Conditions of contract for the CERN underground works
|
|
|
2004
|
19 |
4-5 |
p. 333-
1 p.
|
artikel
|
| 24 |
Construction of a highway tunnel using pneumatic caissons
|
|
|
2004
|
19 |
4-5 |
p. 494-
1 p.
|
artikel
|
| 25 |
Construction of a merging section of Kariba Tunnel #3 without traffic suspension
|
|
|
2004
|
19 |
4-5 |
p. 368-369
2 p.
|
artikel
|
| 26 |
Construction of HATS Stage 1 deep shafts in Hong Kong Special Administrative Region (SAR), China
|
|
|
2004
|
19 |
4-5 |
p. 487-
1 p.
|
artikel
|
| 27 |
Construction of shaft tunnel by slurry pipe jacking through sedimentary ground under high water pressure
|
|
|
2004
|
19 |
4-5 |
p. 355-
1 p.
|
artikel
|
| 28 |
Construction of slurry shield tunnel under Huangpu River in Shanghai
|
|
|
2004
|
19 |
4-5 |
p. 397-398
2 p.
|
artikel
|
| 29 |
Construction of three vertical shafts using upward shield machine - the Bandai∼Hannan sewer tunnel construction works
|
|
|
2004
|
19 |
4-5 |
p. 491-
1 p.
|
artikel
|
| 30 |
Construction of two road underpasses at Ma On Shan, Hong Kong SAR
|
|
|
2004
|
19 |
4-5 |
p. 479-
1 p.
|
artikel
|
| 31 |
Control measures for vibration induced by metro trains
|
|
|
2004
|
19 |
4-5 |
p. 515-
1 p.
|
artikel
|
| 32 |
Copenhagen Metro: groundwater control in sensitive urban areas
|
|
|
2004
|
19 |
4-5 |
p. 522-
1 p.
|
artikel
|
| 33 |
Copenhagen Metro - pre-investigations for a new circle line
|
|
|
2004
|
19 |
4-5 |
p. 341-342
2 p.
|
artikel
|
| 34 |
Deformation induced design for economical shield tunnel lining
|
|
|
2004
|
19 |
4-5 |
p. 453-
1 p.
|
artikel
|
| 35 |
Design and construction of a tunnel intersection area with special structure
|
|
|
2004
|
19 |
4-5 |
p. 490-
1 p.
|
artikel
|
| 36 |
Design and construction of MRT project Contract 825 of CCL1 in Singapore
|
|
|
2004
|
19 |
4-5 |
p. 339-
1 p.
|
artikel
|
| 37 |
Design and construction of the deepest diaphragm walls in Cairo
|
|
|
2004
|
19 |
4-5 |
p. 492-
1 p.
|
artikel
|
| 38 |
Design and construction of the Ningbo underground LPG storage project in China
|
|
|
2004
|
19 |
4-5 |
p. 374-375
2 p.
|
artikel
|
| 39 |
Design and development of tunnelling equipment in a model test
|
|
|
2004
|
19 |
4-5 |
p. 395-
1 p.
|
artikel
|
| 40 |
Design challenges of the cross city tunnel
|
|
|
2004
|
19 |
4-5 |
p. 473-474
2 p.
|
artikel
|
| 41 |
Design considerations for bored tunnels at close proximity
|
|
|
2004
|
19 |
4-5 |
p. 468-469
2 p.
|
artikel
|
| 42 |
Design of TBM work shaft and TBM launching chamber
|
|
|
2004
|
19 |
4-5 |
p. 485-486
2 p.
|
artikel
|
| 43 |
Development and practical applications of twin-screw shield method
|
|
|
2004
|
19 |
4-5 |
p. 392-393
2 p.
|
artikel
|
| 44 |
Development of a new composite structure segment for large diameter shield tunnel
|
|
|
2004
|
19 |
4-5 |
p. 449-450
2 p.
|
artikel
|
| 45 |
Development of an impact sound diagnosis system for tunnel concrete lining
|
Suda, Takeshi
|
|
2004
|
19 |
4-5 |
p. 328-329
2 p.
|
artikel
|
| 46 |
Development of Q for an underground project, probabilistic approach.
|
|
|
2004
|
19 |
4-5 |
p. 434-
1 p.
|
artikel
|
| 47 |
Development of upward shield method
|
|
|
2004
|
19 |
4-5 |
p. 488-489
2 p.
|
artikel
|
| 48 |
3-D geo-stress regressive analysis method and application
|
|
|
2004
|
19 |
4-5 |
p. 413-
1 p.
|
artikel
|
| 49 |
DIDACTU, an e-learning tool for underground works
|
|
|
2004
|
19 |
4-5 |
p. 465-
1 p.
|
artikel
|
| 50 |
3D numerical study of tunnel-soil-pile interaction
|
|
|
2004
|
19 |
4-5 |
p. 381-382
2 p.
|
artikel
|
| 51 |
Dublin Port Tunnel – excavation of an 11.8 m diameter urban motorway tunnel
|
|
|
2004
|
19 |
4-5 |
p. 399-400
2 p.
|
artikel
|
| 52 |
Earth pressure balance shield driven tunneling for super-shallow earth covering (Jobando Tunnel)
|
|
|
2004
|
19 |
4-5 |
p. 394-
1 p.
|
artikel
|
| 53 |
Editorial
|
Shirlaw, J.N.
|
|
2004
|
19 |
4-5 |
p. 303-
1 p.
|
artikel
|
| 54 |
Effective grouting materials for tunneling through unconsolidated ground
|
|
|
2004
|
19 |
4-5 |
p. 509-510
2 p.
|
artikel
|
| 55 |
Effect of shape of underground openings on boundary stresses
|
|
|
2004
|
19 |
4-5 |
p. 417-
1 p.
|
artikel
|
| 56 |
Engineering misfeasance in the design of a thirty-foot diameter, TBM-bored tunnel - a hypothetical case/claim study
|
|
|
2004
|
19 |
4-5 |
p. 331-
1 p.
|
artikel
|
| 57 |
EPB tunnelling in highly variable ground – the experience of Oporto Light Metro
|
Centis, S.
|
|
2004
|
19 |
4-5 |
p. 358-
1 p.
|
artikel
|
| 58 |
Estimation of extended plastic zone in the ground with the deformation of cylindrical cavity
|
|
|
2004
|
19 |
4-5 |
p. 383-384
2 p.
|
artikel
|
| 59 |
Estimation of natural ground behavior ahead of face by measuring deformation which utilized TBM drift tunnel
|
|
|
2004
|
19 |
4-5 |
p. 527-528
2 p.
|
artikel
|
| 60 |
Evaluation and remediation measures for shield tunnels under soil liquefaction
|
|
|
2004
|
19 |
4-5 |
p. 470-
1 p.
|
artikel
|
| 61 |
Evaluation of tunnel support based on seismic velocity before excavation
|
|
|
2004
|
19 |
4-5 |
p. 513-514
2 p.
|
artikel
|
| 62 |
Excavation and optimization theory for giant underground multiple openings in high dipping laminar strata
|
|
|
2004
|
19 |
4-5 |
p. 435-436
2 p.
|
artikel
|
| 63 |
Excavation and support of underground excavations beneath Canada's Historic Library of Parliament Building, Ottawa
|
|
|
2004
|
19 |
4-5 |
p. 366-
1 p.
|
artikel
|
| 64 |
Excavation of Japan’s largest shield tunnels in the heart of Tokyo Metropolitan area - the Nishi-Shinjuku Tunnel
|
|
|
2004
|
19 |
4-5 |
p. 346-
1 p.
|
artikel
|
| 65 |
Experiences with the precast segmental lining for the Mohale Tunnel in Lesotho
|
|
|
2004
|
19 |
4-5 |
p. 427-
1 p.
|
artikel
|
| 66 |
Extension of RMR and Q-system in Taiwan
|
|
|
2004
|
19 |
4-5 |
p. 430-431
2 p.
|
artikel
|
| 67 |
Face stabilization methods for excavating unconsolidated soil with high groundwater level in the Sambongihara Tunnel
|
|
|
2004
|
19 |
4-5 |
p. 506-
1 p.
|
artikel
|
| 68 |
Face stabilizing method for shallow tunnels in loose sandy ground
|
|
|
2004
|
19 |
4-5 |
p. 507-
1 p.
|
artikel
|
| 69 |
Feasibility of developing water service reservoirs in rock caverns in Singapore
|
|
|
2004
|
19 |
4-5 |
p. 412-
1 p.
|
artikel
|
| 70 |
Feasibility of underground hydrocarbon storage caverns at Jurong Isla
|
|
|
2004
|
19 |
4-5 |
p. 364-
1 p.
|
artikel
|
| 71 |
Fire and life safety provisions for a long vehicular tunnel
|
|
|
2004
|
19 |
4-5 |
p. 316-
1 p.
|
artikel
|
| 72 |
Fire protection for TBM shield tunnel lining
|
|
|
2004
|
19 |
4-5 |
p. 317-
1 p.
|
artikel
|
| 73 |
Fire resistant tunnel construction: results of fire behaviour tests and criteria of application
|
|
|
2004
|
19 |
4-5 |
p. 314-
1 p.
|
artikel
|
| 74 |
Fusion of human sensibility and rock mechanics
|
|
|
2004
|
19 |
4-5 |
p. 361-362
2 p.
|
artikel
|
| 75 |
Gas storage in unlined caverns - Norwegian experience over 25 years
|
|
|
2004
|
19 |
4-5 |
p. 367-
1 p.
|
artikel
|
| 76 |
Geological and geotechnical investigation in a metro project in Nanjing, China
|
|
|
2004
|
19 |
4-5 |
p. 521-
1 p.
|
artikel
|
| 77 |
Geological mapping of regional structural lineaments for tunnel construction
|
|
|
2004
|
19 |
4-5 |
p. 525-
1 p.
|
artikel
|
| 78 |
Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining
|
|
|
2004
|
19 |
4-5 |
p. 443-444
2 p.
|
artikel
|
| 79 |
Harnessing the catastrophic inrush of water into new Yungchuen Tunnel in Taiwan
|
|
|
2004
|
19 |
4-5 |
p. 418-
1 p.
|
artikel
|
| 80 |
Immersed and floating tunnels across Lake Zürich
|
|
|
2004
|
19 |
4-5 |
p. 477-478
2 p.
|
artikel
|
| 81 |
IMS risk evaluation system for financing and insuring tunnel projects
|
McFeat-Smith, I
|
|
2004
|
19 |
4-5 |
p. 334-
1 p.
|
artikel
|
| 82 |
Influence of the construction process on the deformation of diaphragm walls in sift clayey ground
|
|
|
2004
|
19 |
4-5 |
p. 475-
1 p.
|
artikel
|
| 83 |
Integration of bored tunnel and conventional technologies in the north-south railway crossing below the Antwerp city centre
|
|
|
2004
|
19 |
4-5 |
p. 345-
1 p.
|
artikel
|
| 84 |
Interaction behaviours between parallel tunnels in soft ground
|
|
|
2004
|
19 |
4-5 |
p. 448-
1 p.
|
artikel
|
| 85 |
Interaction between tunnelling and groundwater
|
|
|
2004
|
19 |
4-5 |
p. 523-524
2 p.
|
artikel
|
| 86 |
Investigation into loosened zones and deformation behaviors of a tunnel in a squeezing ground by means of the multiple-layer supporting method
|
|
|
2004
|
19 |
4-5 |
p. 408-409
2 p.
|
artikel
|
| 87 |
Large-diameter tunnelling collapses: recovery design and execution
|
|
|
2004
|
19 |
4-5 |
p. 452-
1 p.
|
artikel
|
| 88 |
Latest achievement and perspectives in tunnel safety
|
|
|
2004
|
19 |
4-5 |
p. 305-
1 p.
|
artikel
|
| 89 |
Life-cycle oriented optimization of maintenance costs for drainage systems in traffic tunnels - by (further) developing a new calcification reduction method
|
|
|
2004
|
19 |
4-5 |
p. 319-320
2 p.
|
artikel
|
| 90 |
Localization of underground hydrocarbon gas storages in respect to performance criteria
|
|
|
2004
|
19 |
4-5 |
p. 371-
1 p.
|
artikel
|
| 91 |
Loosened zone mechanism in soft rock excavation and deformation control techniques
|
|
|
2004
|
19 |
4-5 |
p. 437-
1 p.
|
artikel
|
| 92 |
Management and control of cost and risk for tunneling and infrastructure projects
|
|
|
2004
|
19 |
4-5 |
p. 330-
1 p.
|
artikel
|
| 93 |
15 m diameter tunnelling under Netherlands Polders
|
|
|
2004
|
19 |
4-5 |
p. 402-
1 p.
|
artikel
|
| 94 |
Metro de Santiago: tunnelling under the Fray Andresito Bridge
|
|
|
2004
|
19 |
4-5 |
p. 337-338
2 p.
|
artikel
|
| 95 |
Modeling of soft rock tunneling in western Taiwan
|
|
|
2004
|
19 |
4-5 |
p. 419-
1 p.
|
artikel
|
| 96 |
Monitoring of structures and environment when constructing Lefortovo Tunnel in Moscow
|
|
|
2004
|
19 |
4-5 |
p. 532-
1 p.
|
artikel
|
| 97 |
Moscow largest highway tunnel construction project
|
|
|
2004
|
19 |
4-5 |
p. 401-
1 p.
|
artikel
|
| 98 |
New development of waterjet technology for tunnel excavation purposes
|
|
|
2004
|
19 |
4-5 |
p. 438-439
2 p.
|
artikel
|
| 99 |
New developments in automated tunnel surveying systems
|
|
|
2004
|
19 |
4-5 |
p. 519-
1 p.
|
artikel
|
| 100 |
Non-destructive testing of tunnel concrete lining using wavelet transform
|
|
|
2004
|
19 |
4-5 |
p. 326-327
2 p.
|
artikel
|
| 101 |
Numerical analysis for umbrella arch method in shallow large scale excavation in weak rock
|
|
|
2004
|
19 |
4-5 |
p. 500-
1 p.
|
artikel
|
| 102 |
Numerical analysis of rock cover thickness of subsea tunnel
|
|
|
2004
|
19 |
4-5 |
p. 426-
1 p.
|
artikel
|
| 103 |
Numerical approach for design of tunnel concrete lining considering effect of fiber reinforcements
|
|
|
2004
|
19 |
4-5 |
p. 454-455
2 p.
|
artikel
|
| 104 |
Numerical investigation of TBM tunnelling in consolidated clay
|
|
|
2004
|
19 |
4-5 |
p. 459-
1 p.
|
artikel
|
| 105 |
Numerical prediction of long-term settlements over tunnels in clay
|
|
|
2004
|
19 |
4-5 |
p. 379-
1 p.
|
artikel
|
| 106 |
Numerical simulation of compressed air tunnel advance
|
|
|
2004
|
19 |
4-5 |
p. 466-467
2 p.
|
artikel
|
| 107 |
Observational control of slurry shield tunnels with super close spacing under the nearby bridge abutments loads
|
|
|
2004
|
19 |
4-5 |
p. 390-
1 p.
|
artikel
|
| 108 |
Parameter identification of concrete lining for a subway tunnel
|
|
|
2004
|
19 |
4-5 |
p. 534-
1 p.
|
artikel
|
| 109 |
Parameters identification: back analysis case study of a shallow tunnel in Oporto, Portugal
|
|
|
2004
|
19 |
4-5 |
p. 531-
1 p.
|
artikel
|
| 110 |
Parametric studies on the interaction between existing and new bored tunnels
|
|
|
2004
|
19 |
4-5 |
p. 471-
1 p.
|
artikel
|
| 111 |
Parramatta Rail Link – design and construction
|
Rozek, J.
|
|
2004
|
19 |
4-5 |
p. 340-
1 p.
|
artikel
|
| 112 |
Penchala Tunnel: example of an efficient combination of empirical, analytical, and observational approaches for design
|
|
|
2004
|
19 |
4-5 |
p. 429-
1 p.
|
artikel
|
| 113 |
Planning and management of safety in tunnelling
|
|
|
2004
|
19 |
4-5 |
p. 311-
1 p.
|
artikel
|
| 114 |
Planning the underground sections for the Malmö City Tunnel
|
|
|
2004
|
19 |
4-5 |
p. 343-344
2 p.
|
artikel
|
| 115 |
Predicting the settlements above twin tunnels constructed in soft ground
|
|
|
2004
|
19 |
4-5 |
p. 378-
1 p.
|
artikel
|
| 116 |
Press-in piling: a construction solution for cut ; cover tunnels
|
|
|
2004
|
19 |
4-5 |
p. 484-
1 p.
|
artikel
|
| 117 |
Problems in underground construction: lessons learned and methods developed for success
|
|
|
2004
|
19 |
4-5 |
p. 332-
1 p.
|
artikel
|
| 118 |
Process controlling for high-tech shield drive
|
|
|
2004
|
19 |
4-5 |
p. 389-
1 p.
|
artikel
|
| 119 |
Progress of rail (metro) tunnel construction in Singapore - past, present and future
|
|
|
2004
|
19 |
4-5 |
p. 359-
1 p.
|
artikel
|
| 120 |
Proposal of a reasonable method for analyzing shoring system when soft ground has been improved
|
|
|
2004
|
19 |
4-5 |
p. 511-
1 p.
|
artikel
|
| 121 |
Reality-based training for fire brigades in tunnels - first experience report
|
|
|
2004
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19 |
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Recent experience in automatic tail void grouting with soft ground tunnel boring machines
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2004
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artikel
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Reduced-scale model tests for cut and cover tunnels subjected to eccentric load
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2004
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p. 481-
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artikel
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| 124 |
Reducing swelling pressure on the freezing method of ground treatment by drilling and coring measures for tunnelling works
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2004
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p. 499-
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artikel
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| 125 |
Reinforcing effect of FRP multi-step grouting method for NATM tunnel by back analysis method
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2004
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p. 498-
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artikel
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| 126 |
Repair of the Limfjord Tunnel, Denmark – evaluation of experience obtained after completion concerning lifetime considerations and future effects on costs of operation, maintenance and repair
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2004
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p. 323-324
2 p.
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artikel
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| 127 |
Robotic application of high performance passive fire protection in tunnels
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2004
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p. 318-
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artikel
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| 128 |
Safe passage of TBM under new NEL tunnels, using a foam grout backfilled advance tunnel
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2004
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p. 353-354
2 p.
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artikel
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| 129 |
Safety systems in underground tunnels of the Bilbao metro
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2004
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p. 309-
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artikel
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| 130 |
Safety upgrade of the Arlberg Base Tunnel and Tunnel Perjen
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2004
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artikel
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| 131 |
Sealing of narrow fractures in hard rock
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2004
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p. 508-
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artikel
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| 132 |
Seismic design of a gargantuan underground pump station
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2004
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p. 512-
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artikel
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| 133 |
Seismic isolation of tunnel lining - a case study of the Gavoshan tunnel in the Morvarid Fault”
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2004
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p. 517-
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artikel
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| 134 |
Seismic safety analysis of Kukuan underground power cavern
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2004
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artikel
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| 135 |
Self-compacting concrete structures in Switzerland
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2004
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p. 480-
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artikel
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| 136 |
Shallow large tunnel construction in hard lava and soil-like scoria with soil improvement at Mt. Fuji area
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2004
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p. 503-
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artikel
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| 137 |
Shear behaviour of idealized rock joints - microscale analysis
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2004
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p. 535-
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artikel
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| 138 |
Shield tunneling database management for ground movement evaluation
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2004
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p. 376-377
2 p.
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artikel
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| 139 |
Simultaneous backfill grouting, pressure development in construction phase and in the long-term
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2004
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p. 447-
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artikel
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| 140 |
Site investigation results versus tunnelling conditions - a study with emphasis on water leakage based on Norwegian cases
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2004
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p. 520-
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artikel
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| 141 |
Special design methods for construction of tunnel portals in areas with extremely steep morphology
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2004
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p. 493-
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artikel
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| 142 |
Specialist materials and techniques for increasing durability and water resistance in underground structures
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2004
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p. 322-
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artikel
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| 143 |
Stabilization measures for shallow tunnels with ongoing translational movements due to slope instability
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2004
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p. 495-
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artikel
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| 144 |
State-of-the-art tunnelling technology to create urban underground space – Japanese challenge
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2004
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p. 307-
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artikel
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| 145 |
Study on intelligent method of prediction by small samples for ground settlement in shield tunnelling
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2004
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p. 385-
1 p.
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artikel
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| 146 |
Successful grouting for the Zimmerberg base tunnel
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2004
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p. 504-505
2 p.
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artikel
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| 147 |
Support design of river crossing tunnel using keyblock concept and its validation by monitoring of the countermeasure by digital photogrammetry
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2004
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p. 440-441
2 p.
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artikel
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| 148 |
Supports for tunneling in squeezing ground
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2004
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p. 428-
1 p.
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artikel
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| 149 |
Testing of sealing and consolidation technology with polyurethane resins at one railway tunnel
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2004
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p. 501-
1 p.
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artikel
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| 150 |
The assessment of influences on ground due to 2nd tunnel excavation based on 1st tunnel excavation
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2004
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p. 442-
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artikel
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| 151 |
The Bothnia Railway Link - improving transportation in northern Scandinavia
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2004
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p. 420-421
2 p.
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artikel
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| 152 |
The causes of excessive settlement above Trojane Tunnel and remedial measures
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2004
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p. 386-387
2 p.
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artikel
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| 153 |
The construction of Gotthard Base Tunnel for high speed rail
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2004
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p. 406-407
2 p.
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artikel
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| 154 |
The design and construction of the Vila Madalena Station for the São Paulo Subway
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2004
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p. 352-
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artikel
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| 155 |
The design of tunnel ventilation system for a long vehicular tunnel
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2004
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p. 312-
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artikel
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| 156 |
The DPLEX shield method applied for the first time
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2004
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p. 391-
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artikel
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| 157 |
The future of civil and mining tunnelling and underground space in Australia
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2004
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p. 363-
1 p.
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artikel
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| 158 |
The introduction of recent proposed tunnel work in Indonesia
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2004
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p. 424-425
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artikel
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| 159 |
The LHC-project of CERN - large caverns in soft rock
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2004
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p. 410-411
2 p.
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artikel
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| 160 |
The Mrázovka tunnel in Prague before completion
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2004
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p. 357-
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artikel
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| 161 |
The protection of the first grade heritages of North Gate in the vicinity of the bored tunnel of the MRT during construction
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2004
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p. 380-
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artikel
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| 162 |
The role of digital monitoring technologies in the development of comprehensive tunnel maintenance strategies
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2004
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p. 321-
1 p.
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artikel
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| 163 |
The Weinberg tunnel in Zurich
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2004
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p. 347-348
2 p.
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artikel
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| 164 |
The Westerschelde Tunnel – using a sensor-based system for durability monitoring of the tunnel lining
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2004
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p. 325-
1 p.
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artikel
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| 165 |
Three-dimensional analysis of fractured zones ahead of tunnel face using seismic reflection
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2004
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p. 533-
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artikel
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| 166 |
Tunnel alignment design for Circle Line, Stage 3, Singapore: dealing with a densely built-up urban environment and challenging ground conditions
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2004
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p. 350-
1 p.
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artikel
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| 167 |
Tunnel construction right below a controlled industrial waste landfill
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2004
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p. 451-
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artikel
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| 168 |
Tunnelling in changing geology
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2004
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p. 396-
1 p.
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artikel
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| 169 |
Tunnelling in high overburden with reference to deep tunnels in Switzerland
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Amberg, F.
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2004
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p. 308-
1 p.
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artikel
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| 170 |
Twenty years of micro-tunnelling in Singapore
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Balasubramaniam, Bala K.
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2004
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p. 360-
1 p.
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artikel
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| 171 |
Uetliberg Tunnel: heading methods and interior works
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2004
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p. 349-
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artikel
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| 172 |
Underground connection of cut-and-cover part and shield tunnels under the condition of high pressure groundwater
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2004
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p. 462-463
2 p.
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artikel
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| 173 |
Underground science research facilities in the United States, the transition from mine tenant to facility operator
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2004
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p. 365-
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artikel
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| 174 |
Underground structures of unusual character
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2004
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p. 370-
1 p.
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artikel
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| 175 |
Urban soft ground tunneling in China – experiences from Shanghai and other cities
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2004
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p. 306-
1 p.
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artikel
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| 176 |
Urban underground space conservation management
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2004
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p. 372-
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artikel
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Use of underground space and geo-Information in Helsinki
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2004
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p. 373-
1 p.
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artikel
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| 178 |
Zurich – a new terminal under the main train station
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2004
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p. 460-461
2 p.
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