Design and construction of tunnels: analysis of controlled deformation in rocks and soils (ADECO-RS)
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English Italian |
| Veröffentlicht: |
Berlin [u.a.]
Springer
2008
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 576 S. zahlr. Ill., graph. Darst. |
| ISBN: | 9783540738756 9783540738749 3540738746 |
Internformat
MARC
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| 100 | 1 | |a Lunardi, Pietro |e Verfasser |4 aut | |
| 240 | 1 | 0 | |a Progetto e costruzione di gallerie |
| 245 | 1 | 0 | |a Design and construction of tunnels |b analysis of controlled deformation in rocks and soils (ADECO-RS) |c Pietro Lunardi |
| 264 | 1 | |a Berlin [u.a.] |b Springer |c 2008 | |
| 300 | |a XIV, 576 S. |b zahlr. Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 650 | 4 | |a Ground control (Mining) | |
| 650 | 4 | |a Tunneling | |
| 650 | 4 | |a Tunnels |x Design and construction | |
| 650 | 0 | 7 | |a Tunnelbau |0 (DE-588)4061215-6 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Tunnelvortrieb |0 (DE-588)4227968-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Baukonstruktion |0 (DE-588)4004821-4 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Tunnelbau |0 (DE-588)4061215-6 |D s |
| 689 | 0 | 1 | |a Baukonstruktion |0 (DE-588)4004821-4 |D s |
| 689 | 0 | |5 DE-604 | |
| 689 | 1 | 0 | |a Tunnelvortrieb |0 (DE-588)4227968-9 |D s |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-016167667 | ||
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
Datensatz im Suchindex
| _version_ | 1804137211328724992 |
|---|---|
| adam_text | CONTENTS PREFACE XIII A NOTE TO THE READER XV THANKS XVII FROM THE
RESEARCH TO ADECO-RS 1 THE DYNAMICS OF TUNNEL ADVANCE 3 1.1 THE BASIC
CONCEPTS 3 1.2 THE MEDIUM 7 1.3 THE ACTION 9 1.4 THE REACTION 11 2 THE
DEFORMATION RESPONSE OF THE MEDIUM TO EXCAVATION 15 2.1 THE EXPERIMENTAL
AND THEORETICAL RESEARCH 15 2.1.1 THE FIRST RESEARCH STAGE 17 2.1.2 THE
SECOND RESEARCH STAGE 19 2.1.2.1 THE EXAMPLE OF THE FREJUS MOTORWAY
TUNNEL (1975) .. 21 2.1.2.2 THE EXAMPLE OF THE SANTO STEFANO TUNNEL
(1984) .... 25 2.1.2.3 THES. ELIA TUNNEL (1985) 29 2.1.2.4 THE EXAMPLE
OF THE TASSO TUNNEL (1988) 31 2.1.2.5 THE RESULTS OF THE SECOND
RESEARCH STAGE 33 2.1.3 THE THIRD RESEARCH STAGE 35 2.1.3.1 THE VASTO
TUNNEL (1991) 45 2.1.3.1.1 A BRIEF HISTORY OF THE EXCAVATION 45
2.1.3.1.2 THE SURVEY PHASE 47 2.1.3.1.3 THE DIAGNOSIS PHASE 49 2.1.3.1.4
ASSESSMENT OF THE STRESS-STRAIN BEHAVIOUR 49 2.1.3.1.5 THE THERAPY PHASE
49 2.1.3.1.6 THE OPERATIONAL PHASE 55 2.1.3.1.7 THE MONITORING PHASE
DURING CONSTRUCTION 57 2.1.3.2 RESULTS OF THE THIRD RESEARCH STAGE 61
2.2 THE ADVANCE CORE AS A STABILISATION INSTRUMENT 65 2.3 THE ADVANCE
CORE AS A POINT OF REFERENCE FOR TUNNEL SPECIFICATIONS 66 VIII CONTENTS
ANALYSIS OF THE DEFORMATION RESPONSE ACCORDING TO THE ADECO-RS APPROACH
69 3.1 EXPERIMENTAL AND THEORETICAL STUDIES 69 3.1.1 FUELL SCALE
EXPERIMENTATION 71 3.1.2 LABORATORY EXPERIMENTATION 77 3.2 NUMERICAL
ANALYSES 83 3.2.1 STUDIES USING ANALYTICAL APPROACHES 83 3.2.2 STUDIES
USING NUMERICAL APPROACHES ON AXIAL SYMMETRICAL MODEIS 85 3.2.3 STUDIES
USING NUMERICAL APPROACHES ON 3D MODEIS 89 3.3 RESULTS OF THE
EXPERIMENTAL AND THEORETICAL ANALYSES OF THE DEFORMATION RESPONSE 91
CONTROL OF THE DEFORMATION RESPONSE ACCORDING TO THE ADECO-RS APPROACH
93 4.1 CONTROL AHEAD OF THE FACE 95 4.2 CONTROL IN THE TUNNEL BACK FROM
THE FACE 95 THE ANALYSIS OF CONTROLLED DEFORMATION IN ROCKS AND SOILS
105 5.1 DEVELOPMENT OF THE NEW APPROACH 105 5.1.1 CONCEPTUAL FRAMEWORK
ACCORDING TO THE ADECO-RS APPROACH 107 5.1.1.1 CATEGORY A 111 5.1.1.2
CATEGORY B 111 5.1.1.3 CATEGORY C 113 5.1.2 THE DIFFERENT STAGES OF THE
ADECO-RS APPROACH 115 THE DESIGN STAGE 6 THE SURVEY PHASE 121 6.1
INTRODUCTION 121 6.1.1 THE BASIC CONCEPTS OF THE SURVEY PHASE 121 6.1.2
THE SURVEY PHASE FOR CONVENTIONAI EXCAVATION 123 6.1.2.1 THE
GEOMORPHOLOGICAL AND HYDROGEOLOGICAL CHARACTERISTICS OF THE AREA 125
6.1.2.2 LOCATION AND DEFINITION OF THE TERRAIN THROUGH WHICH THE
UNDERGROUND ALIGNMENT PASSES 127 6.1.2.3 TECTONICS, GEOLOGICAL STRUCTURE
AND THE STRESS STATE OF THE ROCK MASS 129 6.1.2.4 HYDROGEOLOGICAL REGIME
OF THE ROCK MASS 133 6.1.2.5 GEOMECHANICAL CHARACTERISTICS OF THE
MATERIALS 133 6.1.3 THE SURVEY PHASE FOR TBM EXCAVATION 139 6.1.4
GEOLOGICA! SURVEYS FOR EXCAVATION WITH PRELIMINARY PILOT TUNNEL 141
6.1.5 FINAL CONSIDERATIONS 145 CONTENTS IX THE DIAGNOSIS PHASE 153 7.1
BACKGROUND 153 7.2 THE BASIC CONCEPTS OF THE DIAGNOSIS STAGE 153 7.3
IDENTIFICATION OF SECTIONS WITH UNIFORM STRESS-STRAIN BEHAVIOUR 155 7.4
CALCULATION METHODS FOR PREDICTING THE BEHAVIOUR CATEGORY 159 7.5
ASSESSING THE DEVELOPMENT OF THE DEFORMATION RESPONSE 165 7.6 PORTALS
167 7.6.1 LITHOLOGY, MORPHOLOGY, TECTONICS AND STRUCTURE OF THE SLOPE TO
BE ENTERED 169 7.6.2 HYDROLOGY, PRE-EXISTING BUILDINGS AND STRUCTURES
AND ENVIRONMENTAL CONSTRAINTS 169 7.6.3 GEOMECHANICAL CHARACTERISTICS OF
THE GROUND 171 7.6.4 FORECASTING THE DEFORMATION BEHAVIOUR OF THE SLOPE
171 7.7 FINAL CONSIDERATIONS 173 THE THERAPY PHASE 175 8.1 BACKGROUND
175 8.2 BASIC CONCEPTS OF THE THERAPY PHASE 177 8.3 EXCAVATION SYSTEMS
183 8.4 MECHANISED OR CONVENTIONAL EXCAVATION? 185 8.5 TUNNEL BORING
MACHINES IN RELATION TO THE CONFINEMENT ACTION THEY EXERT 191 8.6 DESIGN
USING CONVENTIONAL EXCAVATION 195 8.7 STABILISATION INTERVENTION 199
8.7.1 PRECONFINEMENT INTERVENTION 205 8.7.2 CONFINEMENT INTERVENTION 207
8.7.3 PRESUPPORT AND SUPPORT INTERVENTION 209 8.8 COMPOSITION OF TYPICAL
LONGITUDINAL AND CROSS SECTIONS 209 8.9 CONSTRUCTION VARIABILITIES 217
8.10 THE DIMENSIONS AND VERIFICATION OF TUNNEL SECTION TYPES 219 8.10.1
SOLID LOAD CALCULATION METHODS 221 8.10.2 PLASTICISED RING CALCULATION
METHODS 223 8.11 PARTICULAR ASPECTS OF THE THERAPY PHASE 225 8.11.1
TUNNELS UNDER THE WATER TABLE 225 8.11.2 ADJACENT TUNNELS 231 8.11.3
TUNNELS WITH TWO FACES APPROACHING EACH OTHER 231 8.11.4 PORTALS 235
8.12 FINAL CONSIDERATIONS 237 THE CONSTRUCTION STAGE 9 THE OPERATIONAI
PHASE 241 9.1 BACKGROUND 241 9.2 THE BASIC CONCEPTS OF THE OPERATIONAI
PHASE 241 9.3 EXCAVATION 243 CONTENTS 9.4 CAVITY PRECONFINEMENT
INTERVENTION 247 9.4.1 CAVITY PRECONFINEMENT BY MEANS OF FUELL FACE
MECHANICAL PRECUTTING 247 9.4.2 CAVITY PRECONFINEMENT USING PRETUNNEL
TECHNOLOGY 257 9.4.3 PRECONFINEMENT OF THE TUNNEL AFTER STRENGTHENING
THE CORE-FACE WITH FIBRE GLASS REINFORCEMENT 267 9.4.4 PRECONFINEMENT OF
THE TUNNEL BY MEANS OF TRUNCATED CONE UMBRELLAS FORMED BY SUB
HORIZONTAL COLUMNS OF GROUND SIDE BY SIDE IMPROVED BY JET-GROUTING 279
9.4.5 PRECONFINEMENT OF THE TUNNEL BY MEANS OF TRUNCATED CONE
UMBRELLAS OF GROUND IMPROVED BY MEANS OF CONVENTIONAL GROUTING 289
9.4.6 PRECONFINEMENT OF THE TUNNEL BY MEANS OF TRUNCATED CONE
UMBRELLAS OF DRAINAGE PIPES AHEAD OF THE FACE 295 9.5 CAVITY
CONFINEMENT INTERVENTION 301 9.5.1 CONFINEMENT OF THE CAVITY BY MEANS OF
RADIAL ROCK BOLTS 301 9.5.2 CAVITY CONFINEMENT USING A PRELIMINARY
LINING SHELL OF SHOTCRETE 307 9.5.3 CONFINEMENT OF THE CAVITY BY MEANS
OF THE TUNNEL INVERT 313 9.5.4 CONFINEMENT OF THE CAVITY BY MEANS OF THE
FINAL LINING 315 9.6 WATERPROOFING 317 10 THE MONITORING PHASE 321 10.1
BACKGROUND 321 10.2 BASIC CONCEPTS 323 10.3 MEASUREMENT STATIONS 325
10.3.1 PRINCIPLE MEASUREMENT STATIONS 325 10.3.2 EXTRUSION MEASUREMENT
STATIONS 329 10.3.3 MONITORING STATIONS 331 10.3.4 SYSTEMATIC
MEASUREMENT STATIONS 331 10.4 THE DESIGN OF THE SYSTEM FOR MONITORING
DURING CONSTRUCTION 333 10.5 MONITORING THE TUNNEL WHEN IN SERVICE 337
10.6 THE INTERPRETATION OF MEASUREMENTS 343 10.6.1 BACKGROUND 343 10.6.2
INTERPRETATION OF EXTRUSION MEASUREMENTS 345 10.6.3 THE INTERPRETATION
OF CONVERGENCE MEASUREMENTS 349 10.7 BACK-ANALYSIS PROCEDURES 355 10.7.1
FINE TUNING OF THE DESIGN DURING CONSTRUCTION OF THE TUNNEL BENEATH THE
MUGELLO INTERNATIONAL MOTOR RACING TRACK WITH A SHALLOW OVERBURDEN 357
10.7.1.1 THE SURVEY PHASE 357 10.7.1.2 THE DIAGNOSIS PHASE 359 10.7.1.3
THE THERAPY PHASE 361 10.7.1.4 THE MONITORING PROGRAMME 361 10.7.1.5
FINAL CALIBRATION OF THE DESIGN BASED ON MONITORING FEEDBACK 363
10.7.1.6 THE OPERATIONAL PHASE 367 10.7.1.7 THE MONITORING PHASE 367
CONTENTS X| FINAL CONSIDERATIONS 371 APPENDICES INTRODUCTION TO THE
APPENDICES 383 APPENDIX A THE DESIGN AND CONSTRUCTION OF TUNNELS FOR THE
NEW ROME-NAPLES HIGH SPEED/CAPACITY RAILWAY LINE .. 385 APPENDIX B THE
DESIGN AND CONSTRUCTION OF TUNNELS FORTHE NEW BOLOGNA-FLORENCE HIGH
SPEED/CAPACITY RAILWAY LINE 413 APPENDIX C THE TARTAIGUILLE TUNNEL 453
APPENDIX D CELLULAR ARCH TECHNOLOGY 471 APPENDIX E ARTIFICIAL GROUND
OVERBURDENS (A.G.O.) 493 APPENDIX F PORTALS IN DIFFICULT GROUND 509
APPENDIX G WIDENING ROAD, MOTORWAY AND RAILWAY TUNNELS WITHOUT
INTERRUPTING USE 539 GLOSSARY 559 BIBLIOGRAPHY 567 CONTENTS OF THE
SPECIAL FOCUS BOXES 573
|
| adam_txt |
CONTENTS PREFACE XIII A NOTE TO THE READER XV THANKS XVII FROM THE
RESEARCH TO ADECO-RS 1 THE DYNAMICS OF TUNNEL ADVANCE 3 1.1 THE BASIC
CONCEPTS 3 1.2 THE MEDIUM 7 1.3 THE ACTION 9 1.4 THE REACTION 11 2 THE
DEFORMATION RESPONSE OF THE MEDIUM TO EXCAVATION 15 2.1 THE EXPERIMENTAL
AND THEORETICAL RESEARCH 15 2.1.1 THE FIRST RESEARCH STAGE 17 2.1.2 THE
SECOND RESEARCH STAGE 19 2.1.2.1 THE EXAMPLE OF THE FREJUS MOTORWAY
TUNNEL (1975) . 21 2.1.2.2 THE EXAMPLE OF THE "SANTO STEFANO" TUNNEL
(1984) . 25 2.1.2.3 THES. ELIA TUNNEL (1985) 29 2.1.2.4 THE EXAMPLE
OF THE "TASSO" TUNNEL (1988) 31 2.1.2.5 THE RESULTS OF THE SECOND
RESEARCH STAGE 33 2.1.3 THE THIRD RESEARCH STAGE 35 2.1.3.1 THE VASTO
TUNNEL (1991) 45 2.1.3.1.1 A BRIEF HISTORY OF THE EXCAVATION 45
2.1.3.1.2 THE SURVEY PHASE 47 2.1.3.1.3 THE DIAGNOSIS PHASE 49 2.1.3.1.4
ASSESSMENT OF THE STRESS-STRAIN BEHAVIOUR 49 2.1.3.1.5 THE THERAPY PHASE
49 2.1.3.1.6 THE OPERATIONAL PHASE 55 2.1.3.1.7 THE MONITORING PHASE
DURING CONSTRUCTION 57 2.1.3.2 RESULTS OF THE THIRD RESEARCH STAGE 61
2.2 THE ADVANCE CORE AS A STABILISATION INSTRUMENT 65 2.3 THE ADVANCE
CORE AS A POINT OF REFERENCE FOR TUNNEL SPECIFICATIONS 66 VIII CONTENTS
ANALYSIS OF THE DEFORMATION RESPONSE ACCORDING TO THE ADECO-RS APPROACH
69 3.1 EXPERIMENTAL AND THEORETICAL STUDIES 69 3.1.1 FUELL SCALE
EXPERIMENTATION 71 3.1.2 LABORATORY EXPERIMENTATION 77 3.2 NUMERICAL
ANALYSES 83 3.2.1 STUDIES USING ANALYTICAL APPROACHES 83 3.2.2 STUDIES
USING NUMERICAL APPROACHES ON AXIAL SYMMETRICAL MODEIS 85 3.2.3 STUDIES
USING NUMERICAL APPROACHES ON 3D MODEIS 89 3.3 RESULTS OF THE
EXPERIMENTAL AND THEORETICAL ANALYSES OF THE DEFORMATION RESPONSE 91
CONTROL OF THE DEFORMATION RESPONSE ACCORDING TO THE ADECO-RS APPROACH
93 4.1 CONTROL AHEAD OF THE FACE 95 4.2 CONTROL IN THE TUNNEL BACK FROM
THE FACE 95 THE ANALYSIS OF CONTROLLED DEFORMATION IN ROCKS AND SOILS
105 5.1 DEVELOPMENT OF THE NEW APPROACH 105 5.1.1 CONCEPTUAL FRAMEWORK
ACCORDING TO THE ADECO-RS APPROACH 107 5.1.1.1 CATEGORY A 111 5.1.1.2
CATEGORY B 111 5.1.1.3 CATEGORY C 113 5.1.2 THE DIFFERENT STAGES OF THE
ADECO-RS APPROACH 115 THE DESIGN STAGE 6 THE SURVEY PHASE 121 6.1
INTRODUCTION 121 6.1.1 THE BASIC CONCEPTS OF THE SURVEY PHASE 121 6.1.2
THE SURVEY PHASE FOR CONVENTIONAI EXCAVATION 123 6.1.2.1 THE
GEOMORPHOLOGICAL AND HYDROGEOLOGICAL CHARACTERISTICS OF THE AREA 125
6.1.2.2 LOCATION AND DEFINITION OF THE TERRAIN THROUGH WHICH THE
UNDERGROUND ALIGNMENT PASSES 127 6.1.2.3 TECTONICS, GEOLOGICAL STRUCTURE
AND THE STRESS STATE OF THE ROCK MASS 129 6.1.2.4 HYDROGEOLOGICAL REGIME
OF THE ROCK MASS 133 6.1.2.5 GEOMECHANICAL CHARACTERISTICS OF THE
MATERIALS 133 6.1.3 THE SURVEY PHASE FOR TBM EXCAVATION 139 6.1.4
GEOLOGICA! SURVEYS FOR EXCAVATION WITH PRELIMINARY PILOT TUNNEL 141
6.1.5 FINAL CONSIDERATIONS 145 CONTENTS IX THE DIAGNOSIS PHASE 153 7.1
BACKGROUND 153 7.2 THE BASIC CONCEPTS OF THE DIAGNOSIS STAGE 153 7.3
IDENTIFICATION OF SECTIONS WITH UNIFORM STRESS-STRAIN BEHAVIOUR 155 7.4
CALCULATION METHODS FOR PREDICTING THE BEHAVIOUR CATEGORY 159 7.5
ASSESSING THE DEVELOPMENT OF THE DEFORMATION RESPONSE 165 7.6 PORTALS
167 7.6.1 LITHOLOGY, MORPHOLOGY, TECTONICS AND STRUCTURE OF THE SLOPE TO
BE ENTERED 169 7.6.2 HYDROLOGY, PRE-EXISTING BUILDINGS AND STRUCTURES
AND ENVIRONMENTAL CONSTRAINTS 169 7.6.3 GEOMECHANICAL CHARACTERISTICS OF
THE GROUND 171 7.6.4 FORECASTING THE DEFORMATION BEHAVIOUR OF THE SLOPE
171 7.7 FINAL CONSIDERATIONS 173 THE THERAPY PHASE 175 8.1 BACKGROUND
175 8.2 BASIC CONCEPTS OF THE THERAPY PHASE 177 8.3 EXCAVATION SYSTEMS
183 8.4 MECHANISED OR CONVENTIONAL EXCAVATION? 185 8.5 TUNNEL BORING
MACHINES IN RELATION TO THE CONFINEMENT ACTION THEY EXERT 191 8.6 DESIGN
USING CONVENTIONAL EXCAVATION 195 8.7 STABILISATION INTERVENTION 199
8.7.1 PRECONFINEMENT INTERVENTION 205 8.7.2 CONFINEMENT INTERVENTION 207
8.7.3 PRESUPPORT AND SUPPORT INTERVENTION 209 8.8 COMPOSITION OF TYPICAL
LONGITUDINAL AND CROSS SECTIONS 209 8.9 CONSTRUCTION VARIABILITIES 217
8.10 THE DIMENSIONS AND VERIFICATION OF TUNNEL SECTION TYPES 219 8.10.1
SOLID LOAD CALCULATION METHODS 221 8.10.2 PLASTICISED RING CALCULATION
METHODS 223 8.11 PARTICULAR ASPECTS OF THE THERAPY PHASE 225 8.11.1
TUNNELS UNDER THE WATER TABLE 225 8.11.2 ADJACENT TUNNELS 231 8.11.3
TUNNELS WITH TWO FACES APPROACHING EACH OTHER 231 8.11.4 PORTALS 235
8.12 FINAL CONSIDERATIONS 237 THE CONSTRUCTION STAGE 9 THE OPERATIONAI
PHASE 241 9.1 BACKGROUND 241 9.2 THE BASIC CONCEPTS OF THE OPERATIONAI
PHASE 241 9.3 EXCAVATION 243 CONTENTS 9.4 CAVITY PRECONFINEMENT
INTERVENTION 247 9.4.1 CAVITY PRECONFINEMENT BY MEANS OF FUELL FACE
MECHANICAL PRECUTTING 247 9.4.2 CAVITY PRECONFINEMENT USING PRETUNNEL
TECHNOLOGY 257 9.4.3 PRECONFINEMENT OF THE TUNNEL AFTER STRENGTHENING
THE CORE-FACE WITH FIBRE GLASS REINFORCEMENT 267 9.4.4 PRECONFINEMENT OF
THE TUNNEL BY MEANS OF TRUNCATED CONE 'UMBRELLAS' FORMED BY SUB
HORIZONTAL COLUMNS OF GROUND SIDE BY SIDE IMPROVED BY JET-GROUTING 279
9.4.5 PRECONFINEMENT OF THE TUNNEL BY MEANS OF TRUNCATED CONE
'UMBRELLAS' OF GROUND IMPROVED BY MEANS OF CONVENTIONAL GROUTING 289
9.4.6 PRECONFINEMENT OF THE TUNNEL BY MEANS OF TRUNCATED CONE
'UMBRELLAS' OF DRAINAGE PIPES AHEAD OF THE FACE 295 9.5 CAVITY
CONFINEMENT INTERVENTION 301 9.5.1 CONFINEMENT OF THE CAVITY BY MEANS OF
RADIAL ROCK BOLTS 301 9.5.2 CAVITY CONFINEMENT USING A PRELIMINARY
LINING SHELL OF SHOTCRETE 307 9.5.3 CONFINEMENT OF THE CAVITY BY MEANS
OF THE TUNNEL INVERT 313 9.5.4 CONFINEMENT OF THE CAVITY BY MEANS OF THE
FINAL LINING 315 9.6 WATERPROOFING 317 10 THE MONITORING PHASE 321 10.1
BACKGROUND 321 10.2 BASIC CONCEPTS 323 10.3 MEASUREMENT STATIONS 325
10.3.1 PRINCIPLE MEASUREMENT STATIONS 325 10.3.2 EXTRUSION MEASUREMENT
STATIONS 329 10.3.3 MONITORING STATIONS 331 10.3.4 SYSTEMATIC
MEASUREMENT STATIONS 331 10.4 THE DESIGN OF THE SYSTEM FOR MONITORING
DURING CONSTRUCTION 333 10.5 MONITORING THE TUNNEL WHEN IN SERVICE 337
10.6 THE INTERPRETATION OF MEASUREMENTS 343 10.6.1 BACKGROUND 343 10.6.2
INTERPRETATION OF EXTRUSION MEASUREMENTS 345 10.6.3 THE INTERPRETATION
OF CONVERGENCE MEASUREMENTS 349 10.7 BACK-ANALYSIS PROCEDURES 355 10.7.1
FINE TUNING OF THE DESIGN DURING CONSTRUCTION OF THE TUNNEL BENEATH THE
MUGELLO INTERNATIONAL MOTOR RACING TRACK WITH A SHALLOW OVERBURDEN 357
10.7.1.1 THE SURVEY PHASE 357 10.7.1.2 THE DIAGNOSIS PHASE 359 10.7.1.3
THE THERAPY PHASE 361 10.7.1.4 THE MONITORING PROGRAMME 361 10.7.1.5
FINAL CALIBRATION OF THE DESIGN BASED ON MONITORING FEEDBACK 363
10.7.1.6 THE OPERATIONAL PHASE 367 10.7.1.7 THE MONITORING PHASE 367
CONTENTS X| FINAL CONSIDERATIONS 371 APPENDICES INTRODUCTION TO THE
APPENDICES 383 APPENDIX A THE DESIGN AND CONSTRUCTION OF TUNNELS FOR THE
NEW ROME-NAPLES HIGH SPEED/CAPACITY RAILWAY LINE . 385 APPENDIX B THE
DESIGN AND CONSTRUCTION OF TUNNELS FORTHE NEW BOLOGNA-FLORENCE HIGH
SPEED/CAPACITY RAILWAY LINE 413 APPENDIX C THE TARTAIGUILLE TUNNEL 453
APPENDIX D CELLULAR ARCH TECHNOLOGY 471 APPENDIX E ARTIFICIAL GROUND
OVERBURDENS (A.G.O.) 493 APPENDIX F PORTALS IN DIFFICULT GROUND 509
APPENDIX G WIDENING ROAD, MOTORWAY AND RAILWAY TUNNELS WITHOUT
INTERRUPTING USE 539 GLOSSARY 559 BIBLIOGRAPHY 567 CONTENTS OF THE
SPECIAL FOCUS BOXES 573 |
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| author | Lunardi, Pietro |
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| dewey-full | 624.1/93 |
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| dewey-search | 624.1/93 |
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| discipline_str_mv | Geologie / Paläontologie Bauingenieurwesen Philosophie |
| format | Book |
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| id | DE-604.BV022963319 |
| illustrated | Illustrated |
| index_date | 2024-07-02T19:05:39Z |
| indexdate | 2024-07-09T21:08:41Z |
| institution | BVB |
| isbn | 9783540738756 9783540738749 3540738746 |
| language | English Italian |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-016167667 |
| oclc_num | 173807379 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-92 DE-634 DE-83 |
| owner_facet | DE-91 DE-BY-TUM DE-92 DE-634 DE-83 |
| physical | XIV, 576 S. zahlr. Ill., graph. Darst. |
| publishDate | 2008 |
| publishDateSearch | 2008 |
| publishDateSort | 2008 |
| publisher | Springer |
| record_format | marc |
| spelling | Lunardi, Pietro Verfasser aut Progetto e costruzione di gallerie Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) Pietro Lunardi Berlin [u.a.] Springer 2008 XIV, 576 S. zahlr. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Ground control (Mining) Tunneling Tunnels Design and construction Tunnelbau (DE-588)4061215-6 gnd rswk-swf Tunnelvortrieb (DE-588)4227968-9 gnd rswk-swf Baukonstruktion (DE-588)4004821-4 gnd rswk-swf Tunnelbau (DE-588)4061215-6 s Baukonstruktion (DE-588)4004821-4 s DE-604 Tunnelvortrieb (DE-588)4227968-9 s 1\p DE-604 OEBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016167667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Lunardi, Pietro Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) Ground control (Mining) Tunneling Tunnels Design and construction Tunnelbau (DE-588)4061215-6 gnd Tunnelvortrieb (DE-588)4227968-9 gnd Baukonstruktion (DE-588)4004821-4 gnd |
| subject_GND | (DE-588)4061215-6 (DE-588)4227968-9 (DE-588)4004821-4 |
| title | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) |
| title_alt | Progetto e costruzione di gallerie |
| title_auth | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) |
| title_exact_search | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) |
| title_exact_search_txtP | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) |
| title_full | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) Pietro Lunardi |
| title_fullStr | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) Pietro Lunardi |
| title_full_unstemmed | Design and construction of tunnels analysis of controlled deformation in rocks and soils (ADECO-RS) Pietro Lunardi |
| title_short | Design and construction of tunnels |
| title_sort | design and construction of tunnels analysis of controlled deformation in rocks and soils adeco rs |
| title_sub | analysis of controlled deformation in rocks and soils (ADECO-RS) |
| topic | Ground control (Mining) Tunneling Tunnels Design and construction Tunnelbau (DE-588)4061215-6 gnd Tunnelvortrieb (DE-588)4227968-9 gnd Baukonstruktion (DE-588)4004821-4 gnd |
| topic_facet | Ground control (Mining) Tunneling Tunnels Design and construction Tunnelbau Tunnelvortrieb Baukonstruktion |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016167667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT lunardipietro progettoecostruzionedigallerie AT lunardipietro designandconstructionoftunnelsanalysisofcontrolleddeformationinrocksandsoilsadecors |