Hardrock tunnel boring machines:
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Berlin
Ernst
2008
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | XIII, 343 S. Ill., graph. Darst. |
| ISBN: | 9783433016763 |
Internformat
MARC
| LEADER | 00000nam a2200000 c 4500 | ||
|---|---|---|---|
| 001 | BV020840706 | ||
| 003 | DE-604 | ||
| 005 | 20090615 | ||
| 007 | t | ||
| 008 | 051021s2008 gw ad|| |||| 00||| eng d | ||
| 016 | 7 | |a 967916852 |2 DE-101 | |
| 020 | |a 9783433016763 |c Gb. : ca. EUR 89.00 (freier Pr.), ca. CHF 131.00 (freier Pr.) |9 978-3-433-01676-3 | ||
| 035 | |a (OCoLC)227017442 | ||
| 035 | |a (DE-599)BVBBV020840706 | ||
| 040 | |a DE-604 |b ger |e rakddb | ||
| 041 | 0 | |a eng | |
| 044 | |a gw |c DE | ||
| 049 | |a DE-91 |a DE-92 |a DE-83 | ||
| 050 | 0 | |a TA815 | |
| 082 | 0 | |a 624.1930284 |2 22 | |
| 084 | |a ZI 6520 |0 (DE-625)156499: |2 rvk | ||
| 084 | |a BAU 703f |2 stub | ||
| 084 | |a 620 |2 sdnb | ||
| 245 | 1 | 0 | |a Hardrock tunnel boring machines |c Bernhard Maidl ... |
| 264 | 1 | |a Berlin |b Ernst |c 2008 | |
| 300 | |a XIII, 343 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 650 | 4 | |a Drilling and boring machinery | |
| 650 | 4 | |a Tunneling |x Equipment and supplies | |
| 650 | 0 | 7 | |a Hartgestein |0 (DE-588)4697001-0 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Tunnelvortrieb |0 (DE-588)4227968-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Tunnelbohrmaschine |0 (DE-588)4186442-6 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Tunnelbohrmaschine |0 (DE-588)4186442-6 |D s |
| 689 | 0 | 1 | |a Tunnelvortrieb |0 (DE-588)4227968-9 |D s |
| 689 | 0 | 2 | |a Hartgestein |0 (DE-588)4697001-0 |D s |
| 689 | 0 | |5 DE-604 | |
| 700 | 1 | |a Maidl, Bernhard |d 1938- |e Sonstige |0 (DE-588)119060000 |4 oth | |
| 856 | 4 | 2 | |u http://d-nb.info/967916852/04 |3 Inhaltsverzeichnis |
| 856 | 4 | 2 | |m GBV Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014162588&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-014162588 | ||
Datensatz im Suchindex
| _version_ | 1804134548193148928 |
|---|---|
| adam_text | BERNHARD MAIDL, LEONHARD SCHMID, WILLY RITZ, MARTIN HERRENKNECHT
HARDROCK TUNNEL* BORING MACHINES* IN CO-OPERATION WITH GERHARD WEHRMEYER
AND MARCUS DERBORT -=RNST & SOHN -A WILEY COMPANY CONTENTS* 1
HISTORICAL DEVELOPMENT AND FUTURE CHALLENGES . 2 BASIC PRINCIPLES AND
DEFINITIONS . 15* 2.1 BASIC PRINCIPLES AND CONSTRUCTION . 16* 2.1.1
BORING SYSTEM . 16* 2.1.2 THRUST AND CLAMPING SYSTEM . 17* 2.1.3 MUCK
REMOVAL SYSTEM . 18* 2.1.4 SUPPORT SYSTEM . 18* 2.2 DEFINITIONS AND
TERMS . 20* 2.2.1 TUNNEL BORING MACHINES WITH FULL-FACE EXCAVATION . 20*
2.2.1.1 GRIPPER TBM . 20* 2.2.1.2 SHIELDED TBM . 22* 2.2.2 TUNNEL BORING
MACHINES FOR PARTIAL EXCAVATION . 23* 3 BORING OPERATION . 25* 3.1 THE
BORING PROCESS . 25* 3.2 THE CUTTER HEAD . 26* 3.2.1 SHAPE OF THE CUTTER
HEAD . 27* 3.2.2 CLEARING THE MUCK IN THE EXCAVATION AREA . 29* 3.2.3
CUTTER HEAD CONSTRUCTION AND SOIL CONSOLIDATION . 31* 3.3 CUTTING TOOLS
. 32* 3.3.1 GENERAL . 32* 3.3.2 WORKING METHOD OF CUTTER DISCS . 33*
3.3.3 CUTTER SPACING . 36* 3.3.4 PENETRATION . 38* 3.3.5 WEAR . 41*
3.3.6 WEAR AND WATER . 48* 3.3.7 CUTTER HOUSING . 49* 3.4 THE MAIN DRIVE
. 50* 3.4.1 TYPES OF MAIN DRIVE . 50* 3.4.2 MAIN BEARING . 53* 3.5
ADVANCE RATE . 53* 3.6 SPECIAL TYPES . 55* 3.6.1 REAMER TBMS . 56* 3.6.2
BOUYGUES SYSTEM . 57* 3.6.3 MOBILE MINER (ROBBINS) . 58* 3.6.4
BACK-CUTTING TECHNOLOGY . 58* 3.6.4.1 MINI-FULLFACER (ATLAS COPCO) . 58*
3.6.4.2 CONTINUOUS MINER . 60* 3.6.5 SHAFT SINKING . 61* 3.6.5.1 RAISE
BORING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 62* VIII CONTENTS 3.6.5.2 BLIND DRILLING . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . 64* 3.6.5.3 COMBINATIONS . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . 65* 4 THRUST 67*
4.1 GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . 67* 4.2 ADVANCE WITH GRIPPER
CLAMPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67*
4.3 ADVANCE WITH A SHIELD TBM 72* 5 MATERIAL TRANSPORT. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75* 5.1
MATERIAL TRANSPORT AT THE MACHINE . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . 75* 5.2 MATERIAL TRANSPORT THROUGH THE TUNNEL . . .
. . . . . . . . . . . . . . . . . . . . . . 77* 5.2.1 RAIL TRANSPORT . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . 77* 5.2.1.1 DIESEL OR ELECTRIC OPERATION. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . 79* 5.2.1.2 MUCK CARS
79* 5.2.1.3 LOADING IN THE TUNNEL 80* 5.2.1.4 TRAIN TIMETABLE 80*
5.2.1.5 TUNNEL TRACK . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 81* 5.2.2 TRACKLESS OPERATION
81* 5.2.2.1 TRANSPORT VEHICLES 82* 5.2.2.2 HAUL ROAD 82* 5.2.2.3 LOADING
82* 5.2.3 CONVEYOR TRANSPORT 84* 5.2.3.1 CONVEYOR STORAGE . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
85* 5.2.3.2 CONVEYOR BELT EXTENSION AND BELT OPERATION 85* 5.2.3.3
ADVANTAGES OF CONVEYOR TRANSPORT AND INNOVATION POTENTIAL 87* 6 BACKUP
EQUIPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 89* 6.1 BACKUP CONCEPT . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . 89* 6.2 DESIGN
SPECIFICATIONS 93* 7 VENTILATION, DUST REMOVAL, WORKING SAFETY,VIBRATION
99* 7.1 VENTILATION 99* 7.1.1 DANGER 99* 7.1.2 VENTILATION SCHEMES,
VENTILATION SYSTEMS 99* 7.2 DUST REMOVAL . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100* 7.3
OCCUPATIONAL SAFETY AND SAFETY P1ANNING FOR TBM OPERATION . . . . . . .
103* 7.3.1 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . 103* 7.3.2 INTERNATIONAL
GUIDELINES AND NATIONAL REGULATIONS . . . . . . . . . . . . . . . . 104*
7.3.2.1 INTERNATIONAL GUIDELINES . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 104* 7.3.2.2 NATIONAL REGULATIONS. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
104* 7.3.3 INTEGRATED SAFETY PLAN 106* 7.3.3.1 THE SAFETY PLAN IN THE
ENVIRONMENT OFMANAGEMENT PLANS 106* 7.3.3.2 SAFETY AIMS 107* 7.3.3.3
DESCRIPTION OFDANGERS AND RISK ANALYSES 107* CONTENTS* IX* 7.3.3.4*
ACTION PLAN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . 109* 7.3.4* TBM DETAILS AND SPECIFICS
REGARDING NATURAL GAS DANGER* AND ROCK SUPPORT . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110* 7.3.4.1*
NATURAL GAS DANGER 110* 7.3.4.2* ROCK SUPPORT . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111*
7.4* VIBRATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 111* 8* ADDITIONAL EQUIPMENT . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
115* 8.1* INVESTIGATION AND IMPROVEMENT OFTHE GEOLOGICAL CONDITIONS 115*
8.2* EQUIPMENT FOR ROCK SUPPORT . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 117* 8.2.1* ANCHOR DRILLS 117* 8.2.2* STEEL
RING EQUIPMENT 118* 8.2.3* MESH INSTALLATION EQUIPMENT . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 118* 8.2.4* INNOVATION
AIMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 119* 8.3* TBM STEERING . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119* 8.3.1*
STEERING THE GRIPPER TBM WITH SINGLE BRACING 119* 8.3.2* STEERING THE
GRIPPER TBM WITH X-TYPE CLAMPING 122* 8.3.3* STEERING A SINGLE SHIELD
TBM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122*
8.3.4* STEERING A DOUBLE SHIELD TBM 125* 8.4* SURVEYING . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . 126* 8.4.1* SURVEYING THE POSITION OFTHE TUNNEL BORING MACHINE
127* 8.4.2* FORWARD CALCULATION OFTHE TBM ROUTE. . . . . . . . . . . . .
. . . . . . . . . . . . 127* 9* TUNNEL SUPPORT. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129* 9.1*
GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 129* 9.2* SUPPORT SYSTEMS AND ADVANCE
RATES . . . . . . . . . . . . . . . . . . . . . . . . . . . 130* 9.3*
SYSTEMATIC SUPPORT AT THE MACHINE . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 133* 9.3.1* STEEL ARCH SUPPORT. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133* 9.3.2*
LINER PLATES 136* 9.3.3* SEGMENTS 137* 9.3.3.1* LNVERT SEGMENTS 137*
9.3.3.2* SEGMENTAL LINING . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . 137* 9.4* SHOTCRETE SUPPORT. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . 142* 9.4.1* SHOTCRETE SUPPORT AT THE MACHINE 142* 9.4.2* SHOTCRETE
SUPPORT IN THE BACKUP AREA . . . . . . . . . . . . . . . . . . . . . . .
. . . 143* 9.5* LOCALISED SUPPORT 144* 9.5.1* ANCHORS AND MESH . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144*
9.5.2* ARCH SUPPORT 145* 9.6* STABILISATION AHEAD OF THE CUTTER HEAD . .
. . . . . . . . . . . . . . . . . . . . . . . 146* 10* GRIPPER TBM AND
SHIELD MACHINE COMBINATIONS 149* 10.1* ROOF SHIELDS . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
149* 10.2* ROOF SHIELD AND SIDE STEERING SHOES AND CUTTER HEAD SHIELDS
152* 10.3* WALKING BLADE GRIPPER TBM . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . 153* X CONTENTS 10.4 10.4.1 10.4.2
10.4.2.1 10.4.2.2 10.5 10.5.1 10.5.2 10.5.3 10.5.3.1 10.5.3.2 10.6
10.6.1 10.6.2 10.7 10.7.1 10.7.2 10.7.3 10.7.3.1 10.7.3.2 10.7.3.3
10.7.3.4 10.7.3.5 10.8 10.8.1 10.8.2 10.8.2.1 10.8.2.2 11* 11.1 11.2
11.2.1 11.2.2 11.2.3 11.3 11.3.1 11.3.2 11.3.3 11.3.4 FULL-FACE SHIELD
MACHINES . ISS* DEVELOPMENTS . 155* SPECIAL CHARACTERISTICS . 156*
CUTTER HEAD AND SHIE1D . 157* THRUST RING . 157* DOUBLE SHIELDS . 159*
DEVELOPMENTS . 159* FUNCTIONAL PRINCIPLE . 159* SPECIAL CASES . 160*
SHIELD AND BENTONITE LUBRICATION . 160* TELESCOPIC SHIELD . 161* SIURRY
SHIELD MACHINES . 163* DEVELOPMENTS . 163* WORKING PRINCIPLE . 163*
SHIELDS WITH SCREW CONVEYORS . 165* DEVELOPMENTS . 165* WORKING
PRINCIPLE . 165* MACHINE TYPES . 167* OPEN MODE (SCREW CONVEYOR -
CONVEYOR BELT) . 167* CLOSED MODE (SCREW CONVEYOR - CONVEYOR BELT) .
167* CLOSED MODE (SLURRY CIRCUIT) . 168* EPB MODE (SCREW CONVEYOR --
CONVEYOR BELT OR SCREW* CONVEYOR/SLURRY PUMP) . 169* OPEN MODE (CONVEYOR
BELT) . 170* MICRO MACHINES FOR HARD ROCK . 172* MINI TBM . 172* PIPE
JACKING . 174* PRESS-BORING PIPE JACKING . 174* SHIELD PIPE JACKING .
174* SPECIAL PROCESSES : COMBINATIONS OF TBM DRIVES WITH SHOTCRETE ..
177* SCOPE OF APP1ICATION . 177* CONSTRUCTION OPTIONS . 178* PROBE
HEADINGS . 178* PILOT HEADINGS . 180* ENLARGEMENT FOR STATIONS, POINTS
OR MACHINE HALLS . 181* EXAMPLES . 183* PIORA-MULDE PROBE HEADING . 183*
KANDERTAL PROBE HEADING . 184* UZNABERG PILOT HEADING . 188* EN1ARGEMENT
AT THE CONNECTING STRUCTURE AT NIDELBAD* ZUERICH-THALWIL TUNNEL . 190* XI
GEOLOGICAL INVESTIGATIONS AND INTLUENCES . . . . . . . . . . . . . . . .
. . . . . . 195* GENERAL. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . 195* INFLUENCESON
THE BORINGPROCESS . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . 199* INFLUENCES ON THE MACHINE CLAMPING 202* INFLUENCESON THE ROCK
SUPPORT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 205*
CLASSIFICATION FOR EXCAVATION AND SUPPORT 207 GENERAL AND OBJECTIVES FOR
MECHANISED TUNNEL1ING 207 CLASSIFICATION SYSTEMS . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .. 208 CLASSIFICATION
ACCORDING TO ROCK PROPERTIES 208 RMR SYSTEM (ROCK MASS RATING SYSTEM)
208 Q SYSTEM (QUALITY SYSTEM) 211 C1ASSIFICATION ACCORDING TO
CUTTABILITY AND ABRASIVENESS 220 CLASSIFICATION ACCORDING TO TYPE,
EXTENT AND LOCATION OFTHE SUPPORT WORK REQUIRED . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .. 222 STANDARDS,
GUIDELINES AND RECOMMENDATIONS FUER THE C1ASSIFICATION OF MECHANISED
TUNNEL1ING 223 C1ASSIFICATION IN GERMANY , 223 CLASSIFICATION IN AUSTRIA
228 CLASSIFICATION IN SWITZERLAND . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .. 234 CLASSIFICATION SUGGESTION BY THE AUTHORS
239 TENDERING, AWARD, CONTRACT 243 PROCEDURE EXAMPLES . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 243
PROCEDURE IN SWITZERLAND . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .. 243 GENERAL. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 243 TENDER
EVALUATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .. 244 QUALITY MANAGEMENT 245 ASSIGNMENT OF RISKS IN
THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . 246
GEOLOGICAL1Y OR GEOTECHNICALLY ALTERED CONDITIONS, ALTERED ORDERS,
ALTERED SCHEDULES 249 PROCEDURE IN THE NETHERLANDS . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .. 249 TENDERING AND NEGOTIATION
PROCEDURE WITH THE BOTLEK TUNNEL AS AN EXAMPLE 249 PROCEDURE IN GERMANY
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.. 252 DESIGN AND GEOTECHNICA1 REQUIREMENTS IN THE TENDERING OF A
MECHANISED TUNNELLING AS ALTERNATIVE PROPOSAL. . . . . . . . . . . . .
.. 253 INTRODUCTION 253 EXAMPLES 253 ADLER TUNNEL . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
253 SIEBERG TUNNEL 254 STUTTGART AIRPORT TUNNEL. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .. 255 RENNSTEIG TUNNEL 257
LAINZ TUNNEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .. 258 14.2.3.1 14.2.3.2 14.2.3.3 14.2.4
14.2.4.1 14.2.4.2 14.2.4.3 14.2.5 15* 15.1 15.2 15.2.1 15.2.2 15.3
15.3.1 15.3.2 15.3.2.1 15.3.2.2 15.3.2.3 15.3.2.4 15.3.2.5 15.3.3
15.3.3.1 15.3.3.2 15.3.4 15.3.5 15.3.5.1 15.3.5.2 15.3.6 15.3.6.1
15.3.6.2 15.3.7 15.3.8 15.3.8.1 15.3.8.2 15.3.8.3 15.3.8.4 15.3.8.5 15.4
15.4.1 15.4.2 XII CONTENTS 14.2.3 ADDITIONAL REQUIREMENTS FOR MECHANISED
TUNNELLING CONCEPT* IN THE TENDER DOCUMENTS . 260* GEOLOGY AND HYDROLOGY
. 261* DESIGN AND CONSTRUCTION PROCESS . 261* SPECIFICATION AND CONTRACT
. 262* DECISIONS BASED ON COST . 262* DESIGN PHASE AND PREPARATION FAR
TENDERING . 262* TENDERING PHASE . 263* CONSTRUCTION PHASE AND FINAL
PAYMENT . 263* FORECAST . 263* TUNNEL LINING . 265* GENERAL . 265*
DESIGN PRINCIPLES FOR TUNNEL LININGS . 265* SINGLE-SHELL AND
DOUBLE-SHELL CONSTRUCTION . 265* WATERTIGHT AND WATER-DRAINING FORMS
OFCONSTRUCTION . 267* LINING WITH CONCRETE SEGMENTS . 269* GENERAL .
269* CONSTRUCTION TYPES . 271* BLOCK SEGMENTS WITH RIGHT-ANGLED PLAN .
271* HEXAGONAL OR HONEYCOMB SEGMENTS . 274* RHOMBOIDAL AND TRAPEZOIDAL
SEGMENT SYSTEMS . 275* EXPANDING SEGMENTS . 276* YIELDING LINING SYSTEMS
. 277* JOINT DETAILING . 282* LONGITUDINAL JOINTS . 282* RING JOINTS .
286* STEEL FIBRE CONCRETE SEGMENTS . 289* GROUTING ANNULAR GAP . 290*
FILLING WITH GRAVEL . 290* MORTAR GROUTING . 291* MEASURES FOR
WATERPROOFING TUNNELS WITH SEGMENT LININGS . 291* SEALING BANDS . 292*
INJECTING . 294* SEGMENT PRODUCTION . 295* DAMAGES . 296* DAMAGE DURING
RING ERECTION . 297* DAMAGE DURING EXCAVATION . 297* DAMAGE AT THE
SHIELD TAIL SEAL . 298* DAMAGE AFTER LEAVING THE SHIELD . 298* REPAIR OF
DAMAGE . 299* CAST IN-SITU LININGS . 299* GENERAL . 299* CONSTRUCTION .
300* CONTENTS XIII 15.4.3 MANUFACTURE . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300* 15.5
SHOTCRETE LAYERS AS THE FINAL LINING 30 I* 15.6 STRUCTURALLNVESTIGATIONS
302* 16 EXAMPLES OF COMPLETED TUNNELS. . . . . . . . . . . . . . . . . .
. . . . . . . . . .. 303* 16.1 TUNNEL EXCAVATION WITH GRIPPER TBMS . . .
. . . . . . . . . . . . . . . . . . . . . . 303* 16.1.1 CONTRO1 AND
DRAINAGE TUNNEL, ENNEPE RESERVOIR 303* 16.1.2 MANAPOURI UNDERWATER
TUNNEL, NEW ZEA1AND . . . . . . . . . . . . . . . . . . .. 305* 16.2
TUNNELLING WITH SHIE1D TBMS 313* 16.2.1 SAN PELLEGRINO TUNNEL, LTALY . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 313*
16.2.2 ZUERICH-THALWI1 TWIN-TRACK TUNNEL, SECTION BRUNAU-THALWI1 317*
16.3 LNCLINED SHAFT TUNNELLING WITH DOUBLE SHIELD . . . . . . . . . . .
. . . . . . . . . 321* 16.3.1 CLEUSON-DIXENCE PRESSURE SHAFT . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 321* REFERENCES 327*
INDEX. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .. 337*
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| adam_txt |
BERNHARD MAIDL, LEONHARD SCHMID, WILLY RITZ, MARTIN HERRENKNECHT
HARDROCK TUNNEL* BORING MACHINES* IN CO-OPERATION WITH GERHARD WEHRMEYER
AND MARCUS DERBORT -=RNST & SOHN '-A WILEY COMPANY CONTENTS* 1
HISTORICAL DEVELOPMENT AND FUTURE CHALLENGES . 2 BASIC PRINCIPLES AND
DEFINITIONS . 15* 2.1 BASIC PRINCIPLES AND CONSTRUCTION . 16* 2.1.1
BORING SYSTEM . 16* 2.1.2 THRUST AND CLAMPING SYSTEM . 17* 2.1.3 MUCK
REMOVAL SYSTEM . 18* 2.1.4 SUPPORT SYSTEM . 18* 2.2 DEFINITIONS AND
TERMS . 20* 2.2.1 TUNNEL BORING MACHINES WITH FULL-FACE EXCAVATION . 20*
2.2.1.1 GRIPPER TBM . 20* 2.2.1.2 SHIELDED TBM . 22* 2.2.2 TUNNEL BORING
MACHINES FOR PARTIAL EXCAVATION . 23* 3 BORING OPERATION . 25* 3.1 THE
BORING PROCESS . 25* 3.2 THE CUTTER HEAD . 26* 3.2.1 SHAPE OF THE CUTTER
HEAD . 27* 3.2.2 CLEARING THE MUCK IN THE EXCAVATION AREA . 29* 3.2.3
CUTTER HEAD CONSTRUCTION AND SOIL CONSOLIDATION . 31* 3.3 CUTTING TOOLS
. 32* 3.3.1 GENERAL . 32* 3.3.2 WORKING METHOD OF CUTTER DISCS . 33*
3.3.3 CUTTER SPACING . 36* 3.3.4 PENETRATION . 38* 3.3.5 WEAR . 41*
3.3.6 WEAR AND WATER . 48* 3.3.7 CUTTER HOUSING . 49* 3.4 THE MAIN DRIVE
. 50* 3.4.1 TYPES OF MAIN DRIVE . 50* 3.4.2 MAIN BEARING . 53* 3.5
ADVANCE RATE . 53* 3.6 SPECIAL TYPES . 55* 3.6.1 REAMER TBMS . 56* 3.6.2
BOUYGUES SYSTEM . 57* 3.6.3 MOBILE MINER (ROBBINS) . 58* 3.6.4
BACK-CUTTING TECHNOLOGY . 58* 3.6.4.1 MINI-FULLFACER (ATLAS COPCO) . 58*
3.6.4.2 CONTINUOUS MINER . 60* 3.6.5 SHAFT SINKING . 61* 3.6.5.1 RAISE
BORING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 62* VIII CONTENTS 3.6.5.2 BLIND DRILLING . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . 64* 3.6.5.3 COMBINATIONS . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . 65* 4 THRUST 67*
4.1 GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . 67* 4.2 ADVANCE WITH GRIPPER
CLAMPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67*
4.3 ADVANCE WITH A SHIELD TBM 72* 5 MATERIAL TRANSPORT. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75* 5.1
MATERIAL TRANSPORT AT THE MACHINE . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . 75* 5.2 MATERIAL TRANSPORT THROUGH THE TUNNEL . . .
. . . . . . . . . . . . . . . . . . . . . . 77* 5.2.1 RAIL TRANSPORT . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . 77* 5.2.1.1 DIESEL OR ELECTRIC OPERATION. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . 79* 5.2.1.2 MUCK CARS
79* 5.2.1.3 LOADING IN THE TUNNEL 80* 5.2.1.4 TRAIN TIMETABLE 80*
5.2.1.5 TUNNEL TRACK . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 81* 5.2.2 TRACKLESS OPERATION
81* 5.2.2.1 TRANSPORT VEHICLES 82* 5.2.2.2 HAUL ROAD 82* 5.2.2.3 LOADING
82* 5.2.3 CONVEYOR TRANSPORT 84* 5.2.3.1 CONVEYOR STORAGE . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
85* 5.2.3.2 CONVEYOR BELT EXTENSION AND BELT OPERATION 85* 5.2.3.3
ADVANTAGES OF CONVEYOR TRANSPORT AND INNOVATION POTENTIAL 87* 6 BACKUP
EQUIPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 89* 6.1 BACKUP CONCEPT . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . 89* 6.2 DESIGN
SPECIFICATIONS 93* 7 VENTILATION, DUST REMOVAL, WORKING SAFETY,VIBRATION
99* 7.1 VENTILATION 99* 7.1.1 DANGER 99* 7.1.2 VENTILATION SCHEMES,
VENTILATION SYSTEMS 99* 7.2 DUST REMOVAL . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100* 7.3
OCCUPATIONAL SAFETY AND SAFETY P1ANNING FOR TBM OPERATION . . . . . . .
103* 7.3.1 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . 103* 7.3.2 INTERNATIONAL
GUIDELINES AND NATIONAL REGULATIONS . . . . . . . . . . . . . . . . 104*
7.3.2.1 INTERNATIONAL GUIDELINES . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 104* 7.3.2.2 NATIONAL REGULATIONS. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
104* 7.3.3 INTEGRATED SAFETY PLAN 106* 7.3.3.1 THE SAFETY PLAN IN THE
ENVIRONMENT OFMANAGEMENT PLANS 106* 7.3.3.2 SAFETY AIMS 107* 7.3.3.3
DESCRIPTION OFDANGERS AND RISK ANALYSES 107* CONTENTS* IX* 7.3.3.4*
ACTION PLAN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . 109* 7.3.4* TBM DETAILS AND SPECIFICS
REGARDING NATURAL GAS DANGER* AND ROCK SUPPORT . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110* 7.3.4.1*
NATURAL GAS DANGER 110* 7.3.4.2* ROCK SUPPORT . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111*
7.4* VIBRATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 111* 8* ADDITIONAL EQUIPMENT . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
115* 8.1* INVESTIGATION AND IMPROVEMENT OFTHE GEOLOGICAL CONDITIONS 115*
8.2* EQUIPMENT FOR ROCK SUPPORT . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 117* 8.2.1* ANCHOR DRILLS 117* 8.2.2* STEEL
RING EQUIPMENT 118* 8.2.3* MESH INSTALLATION EQUIPMENT . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 118* 8.2.4* INNOVATION
AIMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 119* 8.3* TBM STEERING . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119* 8.3.1*
STEERING THE GRIPPER TBM WITH SINGLE BRACING 119* 8.3.2* STEERING THE
GRIPPER TBM WITH X-TYPE CLAMPING 122* 8.3.3* STEERING A SINGLE SHIELD
TBM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122*
8.3.4* STEERING A DOUBLE SHIELD TBM 125* 8.4* SURVEYING . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . 126* 8.4.1* SURVEYING THE POSITION OFTHE TUNNEL BORING MACHINE
127* 8.4.2* FORWARD CALCULATION OFTHE TBM ROUTE. . . . . . . . . . . . .
. . . . . . . . . . . . 127* 9* TUNNEL SUPPORT. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129* 9.1*
GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 129* 9.2* SUPPORT SYSTEMS AND ADVANCE
RATES . . . . . . . . . . . . . . . . . . . . . . . . . . . 130* 9.3*
SYSTEMATIC SUPPORT AT THE MACHINE . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 133* 9.3.1* STEEL ARCH SUPPORT. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133* 9.3.2*
LINER PLATES 136* 9.3.3* SEGMENTS 137* 9.3.3.1* LNVERT SEGMENTS 137*
9.3.3.2* SEGMENTAL LINING . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . 137* 9.4* SHOTCRETE SUPPORT. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . 142* 9.4.1* SHOTCRETE SUPPORT AT THE MACHINE 142* 9.4.2* SHOTCRETE
SUPPORT IN THE BACKUP AREA . . . . . . . . . . . . . . . . . . . . . . .
. . . 143* 9.5* LOCALISED SUPPORT 144* 9.5.1* ANCHORS AND MESH . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144*
9.5.2* ARCH SUPPORT 145* 9.6* STABILISATION AHEAD OF THE CUTTER HEAD . .
. . . . . . . . . . . . . . . . . . . . . . . 146* 10* GRIPPER TBM AND
SHIELD MACHINE COMBINATIONS 149* 10.1* ROOF SHIELDS . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
149* 10.2* ROOF SHIELD AND SIDE STEERING SHOES AND CUTTER HEAD SHIELDS
152* 10.3* WALKING BLADE GRIPPER TBM . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . 153* X CONTENTS 10.4 10.4.1 10.4.2
10.4.2.1 10.4.2.2 10.5 10.5.1 10.5.2 10.5.3 10.5.3.1 10.5.3.2 10.6
10.6.1 10.6.2 10.7 10.7.1 10.7.2 10.7.3 10.7.3.1 10.7.3.2 10.7.3.3
10.7.3.4 10.7.3.5 10.8 10.8.1 10.8.2 10.8.2.1 10.8.2.2 11* 11.1 11.2
11.2.1 11.2.2 11.2.3 11.3 11.3.1 11.3.2 11.3.3 11.3.4 FULL-FACE SHIELD
MACHINES . ISS* DEVELOPMENTS . 155* SPECIAL CHARACTERISTICS . 156*
CUTTER HEAD AND SHIE1D . 157* THRUST RING . 157* DOUBLE SHIELDS . 159*
DEVELOPMENTS . 159* FUNCTIONAL PRINCIPLE . 159* SPECIAL CASES . 160*
SHIELD AND BENTONITE LUBRICATION . 160* TELESCOPIC SHIELD . 161* SIURRY
SHIELD MACHINES . 163* DEVELOPMENTS . 163* WORKING PRINCIPLE . 163*
SHIELDS WITH SCREW CONVEYORS . 165* DEVELOPMENTS . 165* WORKING
PRINCIPLE . 165* MACHINE TYPES . 167* OPEN MODE (SCREW CONVEYOR -
CONVEYOR BELT) . 167* CLOSED MODE (SCREW CONVEYOR - CONVEYOR BELT) .
167* CLOSED MODE (SLURRY CIRCUIT) . 168* EPB MODE (SCREW CONVEYOR --
CONVEYOR BELT OR SCREW* CONVEYOR/SLURRY PUMP) . 169* OPEN MODE (CONVEYOR
BELT) . 170* MICRO MACHINES FOR HARD ROCK . 172* MINI TBM . 172* PIPE
JACKING . 174* PRESS-BORING PIPE JACKING . 174* SHIELD PIPE JACKING .
174* SPECIAL PROCESSES : COMBINATIONS OF TBM DRIVES WITH SHOTCRETE .
177* SCOPE OF APP1ICATION . 177* CONSTRUCTION OPTIONS . 178* PROBE
HEADINGS . 178* PILOT HEADINGS . 180* ENLARGEMENT FOR STATIONS, POINTS
OR MACHINE HALLS . 181* EXAMPLES . 183* PIORA-MULDE PROBE HEADING . 183*
KANDERTAL PROBE HEADING . 184* UZNABERG PILOT HEADING . 188* EN1ARGEMENT
AT THE CONNECTING STRUCTURE AT NIDELBAD* ZUERICH-THALWIL TUNNEL . 190* XI
GEOLOGICAL INVESTIGATIONS AND INTLUENCES . . . . . . . . . . . . . . . .
. . . . . . 195* GENERAL. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . 195* INFLUENCESON
THE BORINGPROCESS . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . 199* INFLUENCES ON THE MACHINE CLAMPING 202* INFLUENCESON THE ROCK
SUPPORT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 205*
CLASSIFICATION FOR EXCAVATION AND SUPPORT 207 GENERAL AND OBJECTIVES FOR
MECHANISED TUNNEL1ING 207 CLASSIFICATION SYSTEMS . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . 208 CLASSIFICATION
ACCORDING TO ROCK PROPERTIES 208 RMR SYSTEM (ROCK MASS RATING SYSTEM)
208 Q SYSTEM (QUALITY SYSTEM) 211 C1ASSIFICATION ACCORDING TO
CUTTABILITY AND ABRASIVENESS 220 CLASSIFICATION ACCORDING TO TYPE,
EXTENT AND LOCATION OFTHE SUPPORT WORK REQUIRED . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 222 STANDARDS,
GUIDELINES AND RECOMMENDATIONS FUER THE C1ASSIFICATION OF MECHANISED
TUNNEL1ING 223 C1ASSIFICATION IN GERMANY , 223 CLASSIFICATION IN AUSTRIA
228 CLASSIFICATION IN SWITZERLAND . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 234 CLASSIFICATION SUGGESTION BY THE AUTHORS
239 TENDERING, AWARD, CONTRACT 243 PROCEDURE EXAMPLES . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 243
PROCEDURE IN SWITZERLAND . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . 243 GENERAL. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 243 TENDER
EVALUATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . 244 QUALITY MANAGEMENT 245 ASSIGNMENT OF RISKS IN
THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . 246
GEOLOGICAL1Y OR GEOTECHNICALLY ALTERED CONDITIONS, ALTERED ORDERS,
ALTERED SCHEDULES 249 PROCEDURE IN THE NETHERLANDS . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . 249 TENDERING AND NEGOTIATION
PROCEDURE WITH THE BOTLEK TUNNEL AS AN EXAMPLE 249 PROCEDURE IN GERMANY
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. 252 DESIGN AND GEOTECHNICA1 REQUIREMENTS IN THE TENDERING OF A
MECHANISED TUNNELLING AS ALTERNATIVE PROPOSAL. . . . . . . . . . . . .
. 253 INTRODUCTION 253 EXAMPLES 253 ADLER TUNNEL . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
253 SIEBERG TUNNEL 254 STUTTGART AIRPORT TUNNEL. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . 255 RENNSTEIG TUNNEL 257
LAINZ TUNNEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . 258 14.2.3.1 14.2.3.2 14.2.3.3 14.2.4
14.2.4.1 14.2.4.2 14.2.4.3 14.2.5 15* 15.1 15.2 15.2.1 15.2.2 15.3
15.3.1 15.3.2 15.3.2.1 15.3.2.2 15.3.2.3 15.3.2.4 15.3.2.5 15.3.3
15.3.3.1 15.3.3.2 15.3.4 15.3.5 15.3.5.1 15.3.5.2 15.3.6 15.3.6.1
15.3.6.2 15.3.7 15.3.8 15.3.8.1 15.3.8.2 15.3.8.3 15.3.8.4 15.3.8.5 15.4
15.4.1 15.4.2 XII CONTENTS 14.2.3 ADDITIONAL REQUIREMENTS FOR MECHANISED
TUNNELLING CONCEPT* IN THE TENDER DOCUMENTS . 260* GEOLOGY AND HYDROLOGY
. 261* DESIGN AND CONSTRUCTION PROCESS . 261* SPECIFICATION AND CONTRACT
. 262* DECISIONS BASED ON COST . 262* DESIGN PHASE AND PREPARATION FAR
TENDERING . 262* TENDERING PHASE . 263* CONSTRUCTION PHASE AND FINAL
PAYMENT . 263* FORECAST . 263* TUNNEL LINING . 265* GENERAL . 265*
DESIGN PRINCIPLES FOR TUNNEL LININGS . 265* SINGLE-SHELL AND
DOUBLE-SHELL CONSTRUCTION . 265* WATERTIGHT AND WATER-DRAINING FORMS
OFCONSTRUCTION . 267* LINING WITH CONCRETE SEGMENTS . 269* GENERAL .
269* CONSTRUCTION TYPES . 271* BLOCK SEGMENTS WITH RIGHT-ANGLED PLAN .
271* HEXAGONAL OR HONEYCOMB SEGMENTS . 274* RHOMBOIDAL AND TRAPEZOIDAL
SEGMENT SYSTEMS . 275* EXPANDING SEGMENTS . 276* YIELDING LINING SYSTEMS
. 277* JOINT DETAILING . 282* LONGITUDINAL JOINTS . 282* RING JOINTS .
286* STEEL FIBRE CONCRETE SEGMENTS . 289* GROUTING ANNULAR GAP . 290*
FILLING WITH GRAVEL . 290* MORTAR GROUTING . 291* MEASURES FOR
WATERPROOFING TUNNELS WITH SEGMENT LININGS . 291* SEALING BANDS . 292*
INJECTING . 294* SEGMENT PRODUCTION . 295* DAMAGES . 296* DAMAGE DURING
RING ERECTION . 297* DAMAGE DURING EXCAVATION . 297* DAMAGE AT THE
SHIELD TAIL SEAL . 298* DAMAGE AFTER LEAVING THE SHIELD . 298* REPAIR OF
DAMAGE . 299* CAST IN-SITU LININGS . 299* GENERAL . 299* CONSTRUCTION .
300* CONTENTS XIII 15.4.3 MANUFACTURE . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300* 15.5
SHOTCRETE LAYERS AS THE FINAL LINING 30 I* 15.6 STRUCTURALLNVESTIGATIONS
302* 16 EXAMPLES OF COMPLETED TUNNELS. . . . . . . . . . . . . . . . . .
. . . . . . . . . . 303* 16.1 TUNNEL EXCAVATION WITH GRIPPER TBMS . . .
. . . . . . . . . . . . . . . . . . . . . . 303* 16.1.1 CONTRO1 AND
DRAINAGE TUNNEL, ENNEPE RESERVOIR 303* 16.1.2 MANAPOURI UNDERWATER
TUNNEL, NEW ZEA1AND . . . . . . . . . . . . . . . . . . . 305* 16.2
TUNNELLING WITH SHIE1D TBMS 313* 16.2.1 SAN PELLEGRINO TUNNEL, LTALY . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 313*
16.2.2 ZUERICH-THALWI1 TWIN-TRACK TUNNEL, SECTION BRUNAU-THALWI1 317*
16.3 LNCLINED SHAFT TUNNELLING WITH DOUBLE SHIELD . . . . . . . . . . .
. . . . . . . . . 321* 16.3.1 CLEUSON-DIXENCE PRESSURE SHAFT . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 321* REFERENCES 327*
INDEX. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . 337* |
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| id | DE-604.BV020840706 |
| illustrated | Illustrated |
| index_date | 2024-07-02T13:16:26Z |
| indexdate | 2024-07-09T20:26:21Z |
| institution | BVB |
| isbn | 9783433016763 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-014162588 |
| oclc_num | 227017442 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-92 DE-83 |
| owner_facet | DE-91 DE-BY-TUM DE-92 DE-83 |
| physical | XIII, 343 S. Ill., graph. Darst. |
| publishDate | 2008 |
| publishDateSearch | 2008 |
| publishDateSort | 2008 |
| publisher | Ernst |
| record_format | marc |
| spelling | Hardrock tunnel boring machines Bernhard Maidl ... Berlin Ernst 2008 XIII, 343 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Drilling and boring machinery Tunneling Equipment and supplies Hartgestein (DE-588)4697001-0 gnd rswk-swf Tunnelvortrieb (DE-588)4227968-9 gnd rswk-swf Tunnelbohrmaschine (DE-588)4186442-6 gnd rswk-swf Tunnelbohrmaschine (DE-588)4186442-6 s Tunnelvortrieb (DE-588)4227968-9 s Hartgestein (DE-588)4697001-0 s DE-604 Maidl, Bernhard 1938- Sonstige (DE-588)119060000 oth http://d-nb.info/967916852/04 Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014162588&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Hardrock tunnel boring machines Drilling and boring machinery Tunneling Equipment and supplies Hartgestein (DE-588)4697001-0 gnd Tunnelvortrieb (DE-588)4227968-9 gnd Tunnelbohrmaschine (DE-588)4186442-6 gnd |
| subject_GND | (DE-588)4697001-0 (DE-588)4227968-9 (DE-588)4186442-6 |
| title | Hardrock tunnel boring machines |
| title_auth | Hardrock tunnel boring machines |
| title_exact_search | Hardrock tunnel boring machines |
| title_exact_search_txtP | Hardrock tunnel boring machines |
| title_full | Hardrock tunnel boring machines Bernhard Maidl ... |
| title_fullStr | Hardrock tunnel boring machines Bernhard Maidl ... |
| title_full_unstemmed | Hardrock tunnel boring machines Bernhard Maidl ... |
| title_short | Hardrock tunnel boring machines |
| title_sort | hardrock tunnel boring machines |
| topic | Drilling and boring machinery Tunneling Equipment and supplies Hartgestein (DE-588)4697001-0 gnd Tunnelvortrieb (DE-588)4227968-9 gnd Tunnelbohrmaschine (DE-588)4186442-6 gnd |
| topic_facet | Drilling and boring machinery Tunneling Equipment and supplies Hartgestein Tunnelvortrieb Tunnelbohrmaschine |
| url | http://d-nb.info/967916852/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014162588&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT maidlbernhard hardrocktunnelboringmachines |
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Inhaltsverzeichnis