Handbook of tunnel engineering: 2 Basics and additional services for design and construction
Gespeichert in:
| Hauptverfasser: | , , |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin
Ernst
2014
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| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XXIX, 428 S. graph. Darst. 25 cm |
| ISBN: | 9783433030493 9783433603536 |
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MARC
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| 020 | |a 9783433030493 |c Print |9 978-3-433-03049-3 | ||
| 020 | |a 9783433603536 |c oBook |9 978-3-433-60353-6 | ||
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| 100 | 1 | |a Maidl, Bernhard |d 1938- |e Verfasser |0 (DE-588)119060000 |4 aut | |
| 245 | 1 | 0 | |a Handbook of tunnel engineering |n 2 |p Basics and additional services for design and construction |c Bernhard Maidl ; Markus Thewes ; Ulrich Maidl |
| 264 | 1 | |a Berlin |b Ernst |c 2014 | |
| 300 | |a XXIX, 428 S. |b graph. Darst. |c 25 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 700 | 1 | |a Thewes, Markus |d 1967- |e Verfasser |0 (DE-588)143794728 |4 aut | |
| 700 | 1 | |a Maidl, Ulrich |e Verfasser |4 aut | |
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| 776 | 0 | 8 | |i Erscheint auch als |n Online-Ausgabe, MOBI |z 978-3-433-60356-7 |
| 776 | 0 | 8 | |i Erscheint auch als |n Online-Ausgabe, PDF |z 978-3-433-60354-3 |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-026190676 | ||
Datensatz im Suchindex
| _version_ | 1804150650613792768 |
|---|---|
| adam_text | TABLE OF CONTENTS
VOLUME II: BASICS AND ADDITIONAL SERVICES FOR DESIGN AND CONSTRUCTION*
THE AUTHORS VII
FOREWORD TO THE ENGLISH EDITION IX
FOREWORD TO THE 3
RD
GERMAN EDITION X
FOREWORD TO THE 2
ND
GERMAN EDITION XI
FOREWORD TO THE 1
ST
GERMAN EDITION XII
1 GENERAL PRINCIPLES FOR THE DESIGN OF THE CROSS-SECTION 1
1.1 GENERAL 1
1.2 DEPENDENCE ON INTENDED USE 1
1.2.1 ROAD TUNNELS 1
1.2.2 CONSTRUCTIONAL MEASURES FOR ROAD SAFETY IN TUNNELS 5
1.2.3 RAIL TUNNELS 7
1.2.4 CONSTRUCTION OF RAIL TUNNELS 12
1.2.5 UNDERGROUND RAILWAY AND UNDERGROUND TRAM TUNNELS 13
1.2.6 INNOVATIVE TRANSPORT SYSTEMS 14
1.2.7 MONORAIL WITH MAGNETIC LEVITATION, TRANSRAPID, METRORAPID 15
1.2.8 OTHER UNDERGROUND WORKS 15
1.3 THE INFLUENCE OF THE GROUND 16
1.4 DEPENDENCY ON CONSTRUCTION PROCESS 19
2 ENGINEERING GEOLOGY ASPECTS FOR DESIGN AND CLASSIFICATION 21
2.1 GENERAL 21
2.2 ORIGIN, PROPERTIES AND CATEGORISATION OF ROCKS 21
2.2.1 GENERAL BASICS 21
2.2.2 CATEGORISATION OF ROCKS 25
2.2.3 CATEGORISATION OF SOILS 25
2.3 ENGINEERING GEOLOGY AND ROCK MECHANICS INVESTIGATIONS 29
2.3.1 ENGINEERING GEOLOGY INVESTIGATIONS 30
2.3.2 ROCK MECHANICS INVESTIGATIONS 33
2.4 THE GROUND AND ITS CLASSIFICATION 38
2.4.1 GROUND 38
2.4.2 CLASSIFICATION OF THE ROCK MASS 41
2.4.2.1 GENERAL 41
2.4.2.2 BASIC SYSTEM OF CLASSIFICATION 41
2.4.2.3 Q SYSTEM (QUALITY SYSTEM) 42
*) THE TITLES OF SOME CHAPTERS HAVE CHANGED SINCE THEIR INITIAL
ANNOUNCEMENT IN HANDBOOK OF TUNNEL ENGINEE
RING, VOL I, WITH NO EFFECT TO THE CONTENT ITSELF.
HTTP://D-NB.INFO/1034521039
XVI
TABLE OF CONTENTS
2.4.2.4 RMR SYSTEM (ROCK MASS RATING SYSTEM) 48
2.4.2.5 RELATIONSHIP BETWEEN Q AND RMR SYSTEMS 51
2.4.3 STANDARDS, GUIDELINES AND RECOMMENDATIONS 52
2.4.3.1 CLASSIFICATION IN GERMANY 52
2.4.3.2 CLASSIFICATION IN SWITZERLAND ( KLASSIERUNG ACCORDING TO THE
SIA STANDARD) 57
2.4.3.3 CLASSIFICATION IN AUSTRIA 61
2.4.4 EXAMPLE OF A PROJECT-RELATED CLASSIFICATION ACCORDING TO
DIN 18312 FOR THE SHOTCRETE PROCESS 68
2.4.4.1 PROCEDURE AT THE OERLINGHAUSEN TUNNEL 68
2.4.4.2 DESCRIPTION OF THE TUNNELLING CLASSES FOR THE OERLINGHAUSEN
TUNNEL 70
2.5 SPECIAL FEATURES FOR TUNNELLING MACHINES 74
2.5.1 GENERAL 74
2.5.2 INFLUENCES ON THE BORING PROCESS 74
2.5.3 INFLUENCES ON THE MACHINE BRACING 76
2.5.4 INFLUENCES ON THE TEMPORARY SUPPORT 79
2.5.5 CLASSIFICATION FOR EXCAVATION AND SUPPORT 80
2.5.5.1 GENERAL AND OBJECTIVE FOR MECHANISED TUNNELLING 80
2.5.5.2 CLASSIFICATION SYSTEMS AND INVESTIGATION OF SUITABILITY FOR
TUNNEL
BORING MACHINES 80
2.5.6 STANDARDS, GUIDELINES AND RECOMMENDATIONS 84
2.5.6.1 CLASSIFICATION IN GERMANY 84
2.5.6.2 CLASSIFICATION IN SWITZERLAND 88
2.5.6.3 CLASSIFICATION IN AUSTRIA 92
2.5.7 NEW CLASSIFICATION PROPOSAL 92
3 STRUCTURAL DESIGN VERIFICATIONS, STRUCTURAL ANALYSIS OF TUNNELS 95
3.1 GENERAL 95
3.2 GROUND PRESSURE THEORIES 97
3.2.1 HISTORICAL DEVELOPMENT 97
3.2.2 PRIMARY AND SECONDARY STRESS STATES IN THE ROCK MASS 99
3.2.2.1 PRIMARY STRESS STATE 99
3.2.2.2 SECONDARY STRESS STATE 100
3.3 GENERAL STEPS OF MODEL FORMATION 100
3.4 ANALYTICAL PROCESSES AND THEIR MODELLING 103
3.4.1 MODELLING OF SHALLOW TUNNELS IN LOOSE GROUND 103
3.4.2 MODELLING DEEP TUNNELS IN LOOSE GROUND 103
3.4.3 MODELLING TUNNELS IN SOLID ROCK 104
3.4.4 BEDDED BEAM MODELS 105
3.5 NUMERICAL METHODS 106
3.5.1 FINITE DIFFERENCE METHOD (FDM) 107
3.5.2 FINITE ELEMENT METHOD (FEM) 107
3.5.3 BOUNDARY ELEMENT METHOD (BEM) 107
3.5.4 COMBINATION OF FINITE ELEMENT AND BOUNDARY ELEMENT METHODS ....
107
TABLE OF CONTENTS
XVII
3.6 THE APPLICATION OF THE FINITE ELEMENT METHOD IN TUNNELLING 109
3.6.1 STEP-BY-STEP TECHNIQUE 109
3.6.2 ITERATION PROCESS 109
3.6.3 SIMULATION OF UNCOUPLED PARTIAL EXCAVATIONS 112
3.7 SPECIAL APPLICATIONS OF THE FEM IN TUNNELLING 114
3.7.1 MODELLING OF DEFORMATION SLOTS 114
3.7.2 DETERMINATION OF THE LOOSENING OF THE ROCK MASS FROM BLASTING ....
115
3.8 STRUCTURAL DESIGN 116
3.8.1 GENERAL PRINCIPLES 116
3.8.2 DESIGN METHOD FOR STEEL FIBRE CONCRETE TUNNEL LININGS 118
3.8.3 CONVENTIONALLY REINFORCED SHOTCRETE VERSUS STEEL FIBRE SHOTCRETE
... 124
4 MEASUREMENT FOR MONITORING, PROBING AND RECORDING EVIDENCE 129
4.1 GENERAL 129
4.2 MEASUREMENT PROGRAMME 130
4.2.1 GENERAL 130
4.2.2 MEASUREMENTS OF CONSTRUCTION STATES 131
4.2.2.1 STANDARD MONITORING SECTION 132
4.2.2.2 PRINCIPAL MONITORING SECTIONS 133
4.2.2.3 SURFACE MEASUREMENTS 134
4.2.2.4 BASIC RULES FOR IMPLEMENTATION AND EVALUATION 134
4.2.3 MEASUREMENT OF THE FINAL STATE 135
4.2.3.1 MEASUREMENT PROGRAMME 135
4.2.3.2 EVALUATION 136
4.2.4 SPECIAL FEATURES OF SHIELD DRIVES 136
4.2.4.1 INSTRUMENTATION 136
4.2.4.2 RECORDING AND EVALUATION OF MACHINE DATA 138
4.2.5 IT SYSTEMS FOR THE RECORDING AND EVALUATION OF GEOTECHNICAL DATA
.. 146
4.3 MEASUREMENT PROCESSES, INSTRUMENTS 147
4.3.1 DEFORMATION MEASUREMENT 148
4.3.1.1 GEODETIC SURVEYING 148
4.3.1.2 CONVERGENCE MEASUREMENTS 148
4.3.1.3 OPTICAL SURVEYING OF DISPLACEMENT WITH ELECTRONIC TOTAL STATION
.... 150
4.3.1.4 SURFACE SURVEYING 151
4.3.1.5 EXTENSOMETER MEASUREMENTS 152
4.3.1.6 INCLINOMETER/DEFLECTOMETER MEASUREMENTS 156
4.3.1.7 SLIDING MICROMETER MEASUREMENTS 158
4.3.1.8 TRIVEC MEASUREMENTS 159
4.3.2 PROFILE SURVEYING 159
4.3.2.1 PHOTOGRAMMETRIC SCANNER 159
4.3.3 STRESS AND STRAIN MEASUREMENTS IN THE SUPPORT LAYER 162
4.3.3.1 RADIAL AND TANGENTIAL STRESS MEASUREMENT IN CONCRETE 162
4.3.3.2 MEASUREMENTS IN STEEL ARCHES 165
4.3.4 MEASUREMENTS OF THE LOADING AND FUNCTION OF ANCHORS 165
4.3.4.1 CHECKING OF ANCHOR FORCES IN UNBONDED ANCHORS 165
4.3.4.2 CHECKING OF ANCHOR FORCES WITH MECHANICAL MEASUREMENT ANCHORS .
167
XVIII
TABLE OF CONTENTS
4.4 GEOPHYSICAL EXPLORATION AHEAD OF THE FACE 168
4.4.1 SEISMOLOGY 169
4.4.2 GEOELECTRICAL 169
4.4.3 GRAVIMETRIC 169
4.4.4 GEOMAGNETIC 169
4.4.5 GEOTHERMAL 170
4.4.6 EXAMPLES AND EXPERIENCE 170
4.4.6.1 PROBING WITH SSP (SONIC SOFTGROUND PROBING) 170
4.4.6.2 PROBING KARST CAVES 171
4.5 MONITORING AND EVIDENCE-GATHERING MEASURES FOR TUNNELLING
BENEATH BUILDINGS AND TRANSPORT INFRASTRUCTURE 178
4.5.1 GENERAL 178
4.5.2 MONITORING AND EVIDENCE-GATHERING MEASURES 178
4.5.3 NOISE AND VIBRATION PROTECTION 179
4.5.4 PERMISSIBLE DEFORMATION OF BUILDINGS 179
5 DEWATERING, WATERPROOFING AND DRAINAGE 183
5.1 GENERAL 183
5.2 DEWATERING DURING CONSTRUCTION 183
5.2.1 WATER QUANTITY AND DIFFICULTIES 184
5.2.1.1 WATER FLOW IN THE GROUND 184
5.2.1.2 FORMS OF UNDERGROUND WATER 187
5.2.1.3 PAYMENT AND QUANTITY MEASUREMENT 189
5.2.2 MEASURES TO COLLECT AND DRAIN GROUNDWATER 194
5.2.2.1 MEASURES TO COLLECT WATER 194
5.2.2.2 MEASURES TO DRAIN WATER, OPEN DEWATERING 196
5.2.2.3 DRAINAGE BOREHOLES AND DRAINAGE TUNNELS 196
5.2.3 OBSTRUCTIONS AND REDUCED PERFORMANCE 199
5.2.3.1 GENERAL DESCRIPTION 199
5.2.3.2 INFLUENCE OF GROUNDWATER ON THE ADVANCE RATE 199
5.2.3.3 INFLUENCE OF GROUNDWATER ON TUNNELLING COSTS 201
5.2.4 ENVIRONMENTAL IMPACT AND CLEANING 201
5.2.4.1 EFFECT ON THE GROUNDWATER SYSTEM 202
5.2.4.2 EFFECTS ON GROUNDWATER QUALITY 203
5.2.5 SEALING GROUNDWATER 205
5.2.5.1 GROUTING PROCESS 206
5.2.5.2 GROUND FREEZING 207
5.3 TUNNEL WATERPROOFING 208
5.3.1 REQUIREMENTS 210
5.3.1.1 REQUIRED DEGREE OF WATER-TIGHTNESS 210
5.3.1.2 REQUIREMENTS RESULTING FROM GEOLOGICAL AND HYDROLOGICAL
CONDITIONS 211
5.3.1.3 MATERIAL REQUIREMENTS 212
5.3.1.4 REQUIREMENTS FOR THE CONSTRUCTION PROCESS 212
5.3.1.5 REQUIREMENTS FOR DESIGN AND DETAILING 213
5.3.1.6 MAINTENANCE 214
TABLE OF CONTENTS
XIX
5.3.1.7 REQUIREMENTS OF THE USERS 214
5.3.1.8 REQUIREMENTS OF ENVIRONMENTAL AND WATERWAYS PROTECTION 214
5.3.1.9 REQUIREMENTS OF COST-EFFECTIVENESS 214
5.3.2 WATERPROOFING CONCEPTS 215
5.3.2.1 CATEGORISATION 215
5.3.2.2 PRELIMINARY WATERPROOFING.. 215
5.3.2.3 MAIN WATERPROOFING 215
5.3.2.4 REPAIR OF WATERPROOFING 216
5.3.3 WATERPROOFING ELEMENTS AND MATERIALS 217
5.3.3.1 WATERPROOF CONCRETE 217
5.3.3.2 WATER-RESISTANT PLASTER, SEALING MORTAR, RESIN CONCRETE 221
5.3.3.3 BITUMINOUS WATERPROOFING 221
5.3.3.4 PLASTIC WATERPROOFING MEMBRANES 223
5.3.3.5 SPRAYED WATERPROOFING 232
5.3.3.6 METALLIC WATERPROOFING MATERIALS 232
5.3.4 TESTING OF SEAMS IN WATERPROOFING MEMBRANES 233
5.4 TUNNEL DRAINAGE 233
5.4.1 THE ORIGIN OF SINTERING 234
5.4.2 DESIGN OF TUNNEL DRAINAGE FOR LOW SINTERING 236
5.4.3 CONSTRUCTION OF TUNNEL DRAINAGE TO REDUCE SINTERING 239
5.4.3.1 CAMERA SURVEYS OF THE PIPE RUNS BETWEEN THE MANHOLES 240
5.4.3.2 DATA PROCESSING AND ADMINISTRATION 240
5.4.3.3 OTHER QUALITY ASSURANCE MEASURES DURING THE CONSTRUCTION
PHASE 241
5.4.4 OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS TO REDUCE
SINTERING 242
5.4.4.1 CONCEPTS TO REDUCE MAINTENANCE THROUGH IMPROVEMENTS TO
SYSTEMS 242
5.4.4.2 CLEANING OF DRAINAGE SYSTEMS 243
6 NEW MEASUREMENT AND CONTROL TECHNOLOGY IN TUNNELLING 245
6.1 GENERAL 245
6.2 MEASUREMENT INSTRUMENTS 245
6.2.1 GYROSCOPIC DEVICES 245
6.2.2 LASERS 249
6.2.3 OPTICAL COMPONENTS FOR LASER DEVICES 251
6.2.4 OPTICAL RECEIVER DEVICES 252
6.2.5 HOSE LEVELLING INSTRUMENTS 253
6.2.6 INCLINOMETER 254
6.3 CONTROL IN DRILL AND BLAST TUNNELLING 254
6.3.1 DRILLING JUMBO NAVIGATION 254
6.3.2 DETERMINING THE POSITION OF A DRILLING BOOM 255
6.3.3 HYDRAULIC PARALLEL HOLDING OF THE FEEDS 256
6.3.4 CONTROL OF DRILL BOOMS BY MICROPROCESSORS 256
6.3.5 HYDRAULIC DRILL BOOMS 257
XX
TABLE
OF
CONTENTS
6.4 CONTROL OF ROADHEADERS 257
6.4.1 MOVEMENT PARAMETERS DETERMINED BY THE CONTROL SYSTEM 257
6.4.2 ROADHEADER CONTROL SYSTEM FROM VOEST ALPINE 259
6.4.3 ROADHEADER CONTROL SYSTEM FROM EICKHOFF 264
6.4.4 ROADHEADER CONTROL SYSTEM FROM ZED 266
6.5 CONTROL OF TUNNEL BORING MACHINES (TBM) 267
6.5.1 GENERAL 267
6.5.2 STEERING WITH LASER BEAM AND ACTIVE TARGET 269
6.6 STEERING OF SMALL DIAMETER TUNNELS 270
6.6.1 GENERAL 270
6.6.2 STEERING WITH A SHIP S GYROCOMPASS 271
6.6.3 PIPE JACKING STEERING WITH LASER BEAM AND ACTIVE TARGET 272
6.6.4 STEERING WITH TRAVELLING TOTAL STATION 273
7 SPECIAL FEATURES OF SCHEDULING TUNNEL WORKS 277
7.1 GENERAL 277
7.2 HISTORICAL OVERVIEW 277
7.3 GENERAL PLANNING OF TUNNEL DRIVES 281
7.4 PLANNING TOOLS 284
7.5 CONTROL METHODS 285
7.5.1 CONTROL OF DEADLINES 285
7.5.2 COST CONTROL 286
7.6 EXAMPLES OF CONSTRUCTION SCHEDULES 287
7.6.1 CONSTRUCTION SCHEDULE FOR THE CITY TUNNEL, LEIPZIG 287
7.6.2 SCHEDULING OF RAIL TUNNELS THROUGH THE EXAMPLE OF THE
LANDRIICKEN TUNNEL AND THE PARTICULAR QUESTION OF STARTING POINTS .. 289
7.6.3 SCHEDULING OF ROAD TUNNELS THROUGH THE EXAMPLE OF THE ARLBERG
TUNNEL 290
7.6.4 SCHEDULING OF INNER-CITY TUNNELLING THROUGH THE EXAMPLE OF THE
STADTBAHN DORTMUND 293
7.6.5 SCHEDULING OF A SHIELD TUNNEL THROUGH THE EXAMPLE OF
STADTBAHN ESSEN 296
8 SAFETY AND SAFETY PLANNING 299
8.1 GENERAL 299
8.2 INTERNATIONAL GUIDELINES AND NATIONAL REGULATIONS 299
8.2.1 DIRECTIVE 89/391/EEC 300
8.2.2 DIRECTIVE 92/57/EEC 301
8.2.3 DIRECTIVE 93/15/EEC 303
8.2.4 DIRECTIVE 98/37/EC 303
8.2.5 IMPLEMENTATION INTO NATIONAL REGULATIONS FOR BLASTING 305
8.3 INTEGRATED SAFETY PLAN 306
8.3.1 THE SAFETY PLAN AS A MANAGEMENT PLAN 306
8.3.2 SAFETY OBJECTIVES 306
8.3.3 DANGER SCENARIOS AND RISK ANALYSES 306
8.3.4 MEASURES PLAN 308
TABLE OF CONTENTS
XXI
8.4 TRANSPORT, STORAGE AND HANDLING OF EXPLOSIVES 309
8.4.1 TRANSPORT TO THE SITE 309
8.4.2 STORAGE ON THE SITE 310
8.4.3 TRANSPORT ON SITE 312
8.4.4 HANDLING 313
8.5 TRAINING OF SKILLED WORKERS 316
8.6 THE CONSTRUCTION SITE REGULATIONS (BAUSTELLV) 316
8.6.1 GENERAL 316
8.6.2 THE TOOLS OF THE CONSTRUCTION SITE REGULATIONS 318
8.6.3 THE HEALTH AND SAFETY PLAN (HEALTH AND SAFETY PLAN) 324
8.6.4 WORKING STEPS IN THE PRODUCTION OF A HEALTH AND SAFETY PLAN 325
8.7 EXAMPLE OF A TENDER FOR HEALTH AND SAFETY PROTECTION 327
8.7.1 GENERAL 327
8.7.2 HEALTH AND SAFETY CONCEPT 328
8.7.2.1 HAZARD ANALYSES 329
8.7.2.2 FIRE PROTECTION, ESCAPE AND RESCUE CONCEPT 329
8.7.2.3 HEALTH PROTECTION CONCEPT 330
8.7.2.4 SITE FACILITIES PLANS 332
8.7.2.5 CONCEPT FOR TRAFFIC CONTROL MEASURES INSIDE THE SITE AREA 332
8.7.2.6 DOCUMENTS WITH INFORMATION FOR LATER WORKS TO THE STRUCTURE 332
8.7.2.7 MEASURES TO PREVENT DANGER TO THIRD PARTIES RESULTING FROM THE
DUTY TO MAINTAIN ROAD SAFETY 333
9 SPECIAL FEATURES IN TENDERING, AWARD AND CONTRACT 335
9.1 GENERAL 335
9.2 EXAMPLES OF FORMS OF CONTRACT 335
9.2.1 PROCEDURE IN SWITZERLAND 335
9.2.2 PROCEDURE IN THE NETHERLANDS 340
9.2.3 PROCEDURE IN GERMANY 343
9.3 DESIGN AND GEOTECHNICAL REQUIREMENTS FOR THE TENDERING OF MECHANISED
TUNNELLING AS AN ALTERNATIVE PROPOSAL 343
9.3.1 GENERAL 343
9.3.2 EXAMPLES: ADLER TUNNEL, SIEBERG TUNNEL, STUTTGART AIRPORT
TUNNEL, RENNSTEIG TUNNEL, LAINZER TUNNEL 344
9.3.3 ADDITIONAL REQUIREMENTS FOR MECHANISED TUNNELLING IN THE
TENDER DOCUMENTS 350
9.3.4 COSTS AS A DECISION CRITERION 352
9.3.5 OUTLOOK 353
10 PROCESS CONTROLLING AND DATA MANAGEMENT 355
10.1 INTRODUCTION 355
10.2 PROCEDURE 355
10.3 DATA MANAGEMENT 356
10.4 TARGET-ACTUAL COMPARISON 357
10.5 TARGET PROCESS STRUCTURE 359
10.6 ANALYSIS OF THE ACTUAL PROCESS 361
XXII
TABLE OF CONTENTS
11 DAUB RECOMMENDATIONS FOR THE SELECTION OF TUNNELLING MACHINES 363
11.1 PRELIMINARY NOTES 363
11.2 REGULATORY WORKS 364
11.2.1 NATIONAL REGULATIONS 364
11.2.2 INTERNATIONAL STANDARDS 365
11.2.3 STANDARDS AND OTHER REGULATORY WORKS 365
11.3 DEFINITIONS AND ABBREVIATIONS 366
11.3.1 DEFINITIONS 366
11.3.2 ABBREVIATIONS 368
11.4 APPLICATION AND STRUCTURE OF THE RECOMMENDATIONS 368
11.5 CATEGORISATION OF TUNNELLING MACHINES 370
11.5.1 TYPES OF TUNNELLING MACHINE (TVM) 370
11.5.2 TUNNEL BORING MACHINES (TBM) 370
11.5.2.1 TUNNEL BORING MACHINES WITHOUT SHIELD (GRIPPER TBM) 370
11.5.2.2 ENLARGEMENT TUNNEL BORING MACHINES (ETBM) 371
11.5.2.3 TUNNEL BORING MACHINE WITH SHIELD (TBM-S) 372
11.5.3 DOUBLE SHIELD MACHINES (DSM) 372
11.5.4 SHIELD MACHINES (SM) 372
11.5.4.1 SHIELD MACHINES FOR FULL-FACE EXCAVATION (SM-V) 372
11.5.4.2 SHIELD MACHINES WITH PARTIAL FACE EXCAVATION (SM-T) 375
11.5.5 ADAPTABLE SHIELD MACHINES WITH CONVERTIBLE PROCESS
TECHNOLOGY (KSM) 376
11.5.6 SPECIAL TYPES 376
11.5.6.1 BLADE SHIELDS 376
11.5.6.2 SHIELDS WITH MULTIPLE CIRCULAR CROSS-SECTIONS 376
11.5.6.3 ARTICULATED SHIELDS 376
11.5.7 SUPPORT AND LINING 377
11.5.7.1 TUNNEL BORING MACHINES (TBM) 377
11.5.7.2 TUNNEL BORING MACHINES WITH SHIELD (TBM-S), SHIELD MACHINES
(SM, DSM, KSM) 378
11.5.7.3 ADVANCE SUPPORT 379
11.5.7.4 SUPPORT NEXT TO THE TUNNELLING MACHINE 380
11.6 GROUND AND SYSTEM BEHAVIOUR 380
11.6.1 PRELIMINARY REMARKS 380
11.6.2 GROUND STABILITY AND FACE SUPPORT 380
11.6.3 EXCAVATION 381
11.6.3.1 STICKING 381
11.6.3.2 WEAR 382
11.6.3.3 SOIL CONDITIONING 382
11.6.3.4 SOIL SEPARATION 383
11.6.3.5 SOIL TRANSPORT AND TIPPING 383
11.7 ENVIRONMENTAL ASPECTS 384
11.8 OTHER PROJECT CONDITIONS 386
TABLE OF CONTENTS
XXIII
11.9 SCOPE OF APPLICATION AND SELECTION CRITERIA 387
11.9.1 GENERAL NOTES ABOUT THE USE OF THE TABLES 387
11.9.1.1 CORE AREA OF APPLICATION 387
11.9.1.2 POSSIBLE AREAS OF APPLICATION 387
11.9.1.3 CRITICAL AREAS OF APPLICATION 388
11.9.1.4 CLASSIFICATION IN SOFT GROUND 388
11.9.1.5 CLASSIFICATION IN ROCK 388
11.9.2 NOTES ABOUT EACH TYPE OF TUNNELLING MACHINE 388
11.9.2.1 TBM (TUNNEL BORING MACHINE) 388
11.9.2.2 DSM (DOUBLE SHIELD MACHINES) 388
11.9.2.3 SM-V1 (FULL-FACE EXCAVATION, FACE WITHOUT SUPPORT) 389
11.9.2.4 SM-V2 (FULL-FACE EXCAVATION, FACE WITH MECHANICAL SUPPORT) 389
11.9.2.5 SM-V3 (FULL-FACE EXCAVATION, FACE WITH COMPRESSED AIR
APPLICATION) 389
11.9.2.6 SM-V4 (FULL-FACE EXCAVATION, FACE WITH SLURRY SUPPORT) 389
11.9.2.7 SM-V5 (FULL-FACE EXCAVATION, FACE WITH EARTH PRESSURE
BALANCE SUPPORT) 389
11.9.2.8 SM-T1 (PARTIAL EXCAVATION, FACE WITHOUT SUPPORT) 390
11.9.2.9 SM-T2 (PARTIAL EXCAVATION, FACE WITH MECHANICAL SUPPORT) 390
11.9.2.10 SM-T3 (PARTIAL EXCAVATION, FACE WITH COMPRESSED AIR
APPLICATION).. 390
11.9.2.11 SM-T4 (PARTIAL EXCAVATION, FACE WITH SLURRY SUPPORT) 390
11.9.2.12 KSM (CONVERTIBLE SHIELD MACHINES) 390
11.10 APPENDICES 391
BIBLIOGRAPHY 411
INDEX 423
|
| any_adam_object | 1 |
| author | Maidl, Bernhard 1938- Thewes, Markus 1967- Maidl, Ulrich |
| author_GND | (DE-588)119060000 (DE-588)143794728 |
| author_facet | Maidl, Bernhard 1938- Thewes, Markus 1967- Maidl, Ulrich |
| author_role | aut aut aut |
| author_sort | Maidl, Bernhard 1938- |
| author_variant | b m bm m t mt u m um |
| building | Verbundindex |
| bvnumber | BV041216047 |
| ctrlnum | (OCoLC)869849581 (DE-599)BVBBV041216047 |
| dewey-full | 624 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624 |
| dewey-search | 624 |
| dewey-sort | 3624 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV041216047 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T00:42:18Z |
| institution | BVB |
| isbn | 9783433030493 9783433603536 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026190676 |
| oclc_num | 869849581 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-83 DE-210 |
| owner_facet | DE-91 DE-BY-TUM DE-83 DE-210 |
| physical | XXIX, 428 S. graph. Darst. 25 cm |
| publishDate | 2014 |
| publishDateSearch | 2014 |
| publishDateSort | 2014 |
| publisher | Ernst |
| record_format | marc |
| spelling | Maidl, Bernhard 1938- Verfasser (DE-588)119060000 aut Handbook of tunnel engineering 2 Basics and additional services for design and construction Bernhard Maidl ; Markus Thewes ; Ulrich Maidl Berlin Ernst 2014 XXIX, 428 S. graph. Darst. 25 cm txt rdacontent n rdamedia nc rdacarrier Thewes, Markus 1967- Verfasser (DE-588)143794728 aut Maidl, Ulrich Verfasser aut (DE-604)BV041216040 2 Erscheint auch als Online-Ausgabe, EPUB 978-3-433-60355-0 Erscheint auch als Online-Ausgabe, MOBI 978-3-433-60356-7 Erscheint auch als Online-Ausgabe, PDF 978-3-433-60354-3 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026190676&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Maidl, Bernhard 1938- Thewes, Markus 1967- Maidl, Ulrich Handbook of tunnel engineering |
| title | Handbook of tunnel engineering |
| title_auth | Handbook of tunnel engineering |
| title_exact_search | Handbook of tunnel engineering |
| title_full | Handbook of tunnel engineering 2 Basics and additional services for design and construction Bernhard Maidl ; Markus Thewes ; Ulrich Maidl |
| title_fullStr | Handbook of tunnel engineering 2 Basics and additional services for design and construction Bernhard Maidl ; Markus Thewes ; Ulrich Maidl |
| title_full_unstemmed | Handbook of tunnel engineering 2 Basics and additional services for design and construction Bernhard Maidl ; Markus Thewes ; Ulrich Maidl |
| title_short | Handbook of tunnel engineering |
| title_sort | handbook of tunnel engineering basics and additional services for design and construction |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026190676&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV041216040 |
| work_keys_str_mv | AT maidlbernhard handbookoftunnelengineering2 AT thewesmarkus handbookoftunnelengineering2 AT maidlulrich handbookoftunnelengineering2 |