Tunnelling and Underground Space Technology - v. 19, n. 4-5 (July 2004)

Published:	July 2004

Articles in this Issue

Author(s)	Title	Page(s)
	15 m diameter tunnelling under Netherlands Polders	402
	3-D geo-stress regressive analysis method and application	413
	Analysis and prediction of thrust in using slurry pipe jacking method	356
	Application of rock mechanics in geotechnical engineering to avoid increase of construction time and costs for large-scale infrastructure projects - case studies	405
	Application of the pneumatic pin penetration test to estimation of compressive strength of shotcrete in Korea	432-433
	Assessment of ground condition for a mass rail transit system in Singapore	529-530
	The assessment of influences on ground due to 2nd tunnel excavation based on 1st tunnel excavation	442
	Back analysis of strut loads for deep excavation of NEL Dhoby Ghaut Station in Singapore	476
	Blasting in twin tunnels with small spacing and its vibration control	518
	Blasting technologies for tunnelling and underground construction	416
	Bored tunnel lining design in soft soils - a comparison between analytical and numerical analyses	456
	The Bothnia Railway Link - improving transportation in northern Scandinavia	420-421
	The causes of excessive settlement above Trojane Tunnel and remedial measures	386-387
	A challenge of an ultra-large section tunnel project in unconsolidated ground - design and construction of the Minoh toll road tunnel -	464
	Channel Tunnel Rail Link, planning, design and associated urban development	351
	A code of practice for tunnelling	335-336
	A comparison and evaluation of available techniques for monitoring bored tunnelling excavated spoil volumes	445
	Comparison of different excavation sequences of large-span unsymmetrical arcade tunnel	415
	Comparison of face pressurized shield methods in various soil conditions	403-404
	A comparison of oxygen decompression tables for use in hyperbaric tunnelling	313
	Computation of strains and pressures for tunnels in swelling rocks	422-423
	Conditions of contract for the CERN underground works	333
	Construction of a highway tunnel using pneumatic caissons	494
	Construction of a merging section of Kariba Tunnel #3 without traffic suspension	368-369
	The construction of Gotthard Base Tunnel for high speed rail	406-407
	Construction of shaft tunnel by slurry pipe jacking through sedimentary ground under high water pressure	355
	Construction of slurry shield tunnel under Huangpu River in Shanghai	397-398
	Construction of three vertical shafts using upward shield machine - the Bandai∼Hannan sewer tunnel construction works	491
	Construction of two road underpasses at Ma On Shan, Hong Kong SAR	479
	Control measures for vibration induced by metro trains	515
	Copenhagen Metro - pre-investigations for a new circle line	341-342
	Copenhagen Metro: groundwater control in sensitive urban areas	522
	A correlation between energy input and quality for jet grouting in marine clay	502
	Deformation induced design for economical shield tunnel lining	453
	Design and construction of a tunnel intersection area with special structure	490
	Design and construction of MRT project Contract 825 of CCL1 in Singapore	339
	Design and construction of the deepest diaphragm walls in Cairo	492
	Design and construction of the Ningbo underground LPG storage project in China	374-375
	The design and construction of the Vila Madalena Station for the São Paulo Subway	352
	Design and development of tunnelling equipment in a model test	395
	Design challenges of the cross city tunnel	473-474
	Design considerations for bored tunnels at close proximity	468-469
	Design of TBM work shaft and TBM launching chamber	485-486
	The design of tunnel ventilation system for a long vehicular tunnel	312
	Development and practical applications of twin-screw shield method	392-393
	Development of a new composite structure segment for large diameter shield tunnel	449-450
Suda, Takeshi / Tabata, Atsushi / Kawakami, Jun / Suzuki, Takatsugu	Development of an impact sound diagnosis system for tunnel concrete lining	328-329
	Development of Q for an underground project, probabilistic approach.	434
	Development of upward shield method	488-489
	DIDACTU, an e-learning tool for underground works	465
	The DPLEX shield method applied for the first time	391
	Dublin Port Tunnel – excavation of an 11.8 m diameter urban motorway tunnel	399-400
	Earth pressure balance shield driven tunneling for super-shallow earth covering (Jobando Tunnel)	394
	Effect of shape of underground openings on boundary stresses	417
	Effective grouting materials for tunneling through unconsolidated ground	509-510
	Engineering misfeasance in the design of a thirty-foot diameter, TBM-bored tunnel - a hypothetical case/claim study	331
Centis, S. / Giacomin, G.	EPB tunnelling in highly variable ground – the experience of Oporto Light Metro	358
	Estimation of extended plastic zone in the ground with the deformation of cylindrical cavity	383-384
	Estimation of natural ground behavior ahead of face by measuring deformation which utilized TBM drift tunnel	527-528
	Evaluation and remediation measures for shield tunnels under soil liquefaction	470
	An evaluation method of ground improvement by jet-grouting	496-497
	Evaluation of tunnel support based on seismic velocity before excavation	513-514
	Excavation and optimization theory for giant underground multiple openings in high dipping laminar strata	435-436
	Excavation and support of underground excavations beneath Canada's Historic Library of Parliament Building, Ottawa	366
	Excavation of Japan's largest shield tunnels in the heart of Tokyo Metropolitan area - the Nishi-Shinjuku Tunnel	346
	Experiences with the precast segmental lining for the Mohale Tunnel in Lesotho	427
	Extension of RMR and Q-system in Taiwan	430-431
	Face stabilization methods for excavating unconsolidated soil with high groundwater level in the Sambongihara Tunnel	506
	Face stabilizing method for shallow tunnels in loose sandy ground	507
	Feasibility of developing water service reservoirs in rock caverns in Singapore	412
	Feasibility of underground hydrocarbon storage caverns at Jurong Isla	364
	Fire and life safety provisions for a long vehicular tunnel	316
	Fire protection for TBM shield tunnel lining	317
	Fire resistant tunnel construction: results of fire behaviour tests and criteria of application	314
	Fusion of human sensibility and rock mechanics	361-362
	The future of civil and mining tunnelling and underground space in Australia	363
	Gas storage in unlined caverns - Norwegian experience over 25 years	367
	Geological and geotechnical investigation in a metro project in Nanjing, China	521
	Geological mapping of regional structural lineaments for tunnel construction	525
	Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining	443-444
	Harnessing the catastrophic inrush of water into new Yungchuen Tunnel in Taiwan	418
	Immersed and floating tunnels across Lake Zürich	477-478
McFeat-Smith, I. / Harman, K. W.	IMS risk evaluation system for financing and insuring tunnel projects	334
	Influence of the construction process on the deformation of diaphragm walls in sift clayey ground	475
	Integration of bored tunnel and conventional technologies in the north-south railway crossing below the Antwerp city centre	345
	Interaction behaviours between parallel tunnels in soft ground	448
	Interaction between tunnelling and groundwater	523-524
	The introduction of recent proposed tunnel work in Indonesia	424-425
	Investigation into loosened zones and deformation behaviors of a tunnel in a squeezing ground by means of the multiple-layer supporting method	408-409
	Large-diameter tunnelling collapses: recovery design and execution	452
	Latest achievement and perspectives in tunnel safety	305
	The LHC-project of CERN - large caverns in soft rock	410-411
	Life-cycle oriented optimization of maintenance costs for drainage systems in traffic tunnels - by (further) developing a new calcification reduction method	319-320
	Localization of underground hydrocarbon gas storages in respect to performance criteria	371
	Loosened zone mechanism in soft rock excavation and deformation control techniques	437
	Management and control of cost and risk for tunneling and infrastructure projects	330
	Metro de Santiago: tunnelling under the Fray Andresito Bridge	337-338
	Modeling of soft rock tunneling in western Taiwan	419
	Monitoring of structures and environment when constructing Lefortovo Tunnel in Moscow	532
	Moscow largest highway tunnel construction project	401
	The Mrázovka tunnel in Prague before completion	357
	A multifunctional testing device for rock fragmentation by combining cut with impact	526
	New development of waterjet technology for tunnel excavation purposes	438-439
	New developments in automated tunnel surveying systems	519
	Non-destructive testing of tunnel concrete lining using wavelet transform	326-327
	Numerical analysis for umbrella arch method in shallow large scale excavation in weak rock	500
	Numerical analysis of rock cover thickness of subsea tunnel	426
	Numerical approach for design of tunnel concrete lining considering effect of fiber reinforcements	454-455
	Numerical investigation of TBM tunnelling in consolidated clay	459
	Numerical prediction of long-term settlements over tunnels in clay	379
	Numerical simulation of compressed air tunnel advance	466-467
	A numerical study on behavioural characteristics of cut and cover tunnel	482-483
	Observational control of slurry shield tunnels with super close spacing under the nearby bridge abutments loads	390
	Parameter identification of concrete lining for a subway tunnel	534
	Parameters identification: back analysis case study of a shallow tunnel in Oporto, Portugal	531
	Parametric studies on the interaction between existing and new bored tunnels	471
Rozek, J.	Parramatta Rail Link – design and construction	340
	Penchala Tunnel: example of an efficient combination of empirical, analytical, and observational approaches for design	429
	Planning and management of safety in tunnelling	311
	Planning the underground sections for the Malmö City Tunnel	343-344
	Predicting the settlements above twin tunnels constructed in soft ground	378
	Press-in piling: a construction solution for cut ; cover tunnels	484
	Problems in underground construction: lessons learned and methods developed for success	332
	Process controlling for high-tech shield drive	389
	Progress of rail (metro) tunnel construction in Singapore - past, present and future	359
	Proposal of a reasonable method for analyzing shoring system when soft ground has been improved	511
	The protection of the first grade heritages of North Gate in the vicinity of the bored tunnel of the MRT during construction	380
	A rational design of steel segmental lining in large dimensional shield tunnels for rapid post-excavation method	457-458
	Reality-based training for fire brigades in tunnels - first experience report	315
	Recent experience in automatic tail void grouting with soft ground tunnel boring machines	446
	Reduced-scale model tests for cut and cover tunnels subjected to eccentric load	481
	Reducing swelling pressure on the freezing method of ground treatment by drilling and coring measures for tunnelling works	499
	Reinforcing effect of FRP multi-step grouting method for NATM tunnel by back analysis method	498
	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	323-324
	Robotic application of high performance passive fire protection in tunnels	318
	The role of digital monitoring technologies in the development of comprehensive tunnel maintenance strategies	321
	Safe passage of TBM under new NEL tunnels, using a foam grout backfilled advance tunnel	353-354
	Safety systems in underground tunnels of the Bilbao metro	309
	Safety upgrade of the Arlberg Base Tunnel and Tunnel Perjen	310
	Sealing of narrow fractures in hard rock	508
	Seismic design of a gargantuan underground pump station	512
	Seismic isolation of tunnel lining - a case study of the Gavoshan tunnel in the Morvarid Fault"	517
	Seismic safety analysis of Kukuan underground power cavern	516
	Self-compacting concrete structures in Switzerland	480
	Shallow large tunnel construction in hard lava and soil-like scoria with soil improvement at Mt. Fuji area	503
	Shear behaviour of idealized rock joints - microscale analysis	535
	Shield tunneling database management for ground movement evaluation	376-377
	Simultaneous backfill grouting, pressure development in construction phase and in the long-term	447
	Site investigation results versus tunnelling conditions - a study with emphasis on water leakage based on Norwegian cases	520
	Special design methods for construction of tunnel portals in areas with extremely steep morphology	493
	Specialist materials and techniques for increasing durability and water resistance in underground structures	322
	Stabilization measures for shallow tunnels with ongoing translational movements due to slope instability	495
	State-of-the-art tunnelling technology to create urban underground space – Japanese challenge	307
	Study on intelligent method of prediction by small samples for ground settlement in shield tunnelling	385
	A Study on the time-dependent character of surrounding rock deformation of a test tunnel	414
	Successful grouting for the Zimmerberg base tunnel	504-505
	Support design of river crossing tunnel using keyblock concept and its validation by monitoring of the countermeasure by digital photogrammetry	440-441
	Supports for tunneling in squeezing ground	428
	Testing of sealing and consolidation technology with polyurethane resins at one railway tunnel	501
	Three-dimensional analysis of fractured zones ahead of tunnel face using seismic reflection	533
	Tunnel alignment design for Circle Line, Stage 3, Singapore: dealing with a densely built-up urban environment and challenging ground conditions	350
	Tunnel construction right below a controlled industrial waste landfill	451
	Tunnelling in changing geology	396
Amberg, F.	Tunnelling in high overburden with reference to deep tunnels in Switzerland	308
Balasubramaniam, Bala K.	Twenty years of micro-tunnelling in Singapore	360
	Uetliberg Tunnel: heading methods and interior works	349
	Underground connection of cut-and-cover part and shield tunnels under the condition of high pressure groundwater	462-463
	Underground science research facilities in the United States, the transition from mine tenant to facility operator	365
	Underground structures of unusual character	370
	Urban soft ground tunneling in China – experiences from Shanghai and other cities	306
	Urban underground space conservation management	372
	Use of underground space and geo-Information in Helsinki	373
	The Weinberg tunnel in Zurich	347-348
	The Westerschelde Tunnel – using a sensor-based system for durability monitoring of the tunnel lining	325
	Zurich – a new terminal under the main train station	460-461

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Published on:
29/10/2018
Last updated on:
29/10/2018

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Tunnelling and Underground Space Technology - v. 19, n. 4-5 (July 2004)

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Tunnelling and Underground Space Technology - v. 19, n. 4-5 (July 2004)

Articles in this Issue

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