Tunnelling mechanics: Eurosummerschool, Innsbruck, 2001
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Berlin
Logos-Verl.
2002
|
| Schriftenreihe: | Advances in geotechnical engineering and tunnelling
5 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 403 S. Ill., graph. Darst. |
| ISBN: | 3897228734 |
Internformat
MARC
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Datensatz im Suchindex
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| adam_text | TUNNELLING MECHANICS EUROSUMMERSCHOOL, INNSBRUCK, 2001 EDITED BY D.
KOLYMBAS UNIVERSITY OF INNSBRUCK, INSTITUTE OFGEOTECHNIC AND TUNNEL
ENGINEERING UNIVERSFTATSP. FJLFOTHEK HANNOVER TECHNISCHE
INFOFLMATLONSBIBUOTHEK TABLE OF CONTENTS PREFACE XV ACKNOWLEDGEMENTS XVI
TUNNELLING MECHANICS 1 DIMITRIOS KOLYMBAS 1 THE ROLE OF MECHANICS IN
TUNNELLING 1 2 MATERIAL BEHAVIOUR 3 2.1 SOIL VS ROCK 3 2.2 GENERAL NOTES
ON MATERIAL BEHAVIOUR 4 2.3 ELASTICITY 4 2.4 PLASTICITY 6 2.5 STRENGTH
OF SOIL 7 2.5.1 PRINCIPLE OF EFFECTIVE STRESS 10 2.5.2 DRAINED AND
UNDRAINED CONDITIONS 11 2.6 STRENGTH OF ROCK 12 2.6.1 ANISOTROPY 17
2.6.2 POINT LOAD TEST 19 V VI CONTENTS 2.6.3 GRIFFITH S THEORY 19 2.6.4
ACOUSTIC EMISSION 20 2.6.5 FRICTION OF JOINTS 20 2.7 SCALE EFFECT 21
2.7.1 SIZE EFFECT IN ROCK 21 2.7.2 SIZE EFFECT IN SOIL 23 2.7.3
RODIONOV S THEORY 24 2.8 DISCRETE MODELS 25 2.9 ROCK MASS STRENGTH 26
2.10 POROSITY OF ROCK 28 2.11 PORE PRESSURE 30 2.12 PERMEABILITY OF ROCK
31 2.12.1 ROCK GROUTING 32 2.13 FIELD TESTS 34 2.14 BEHAVIOUR OF SPRAYED
CONCRETE 36 2.15 BEHAVIOUR OF FROZEN SOIL 37 3 STRESS- AND DEFORMATION
FIELDS AROUND A CIRCULAR TUNNEL 38 3.1 GEOSTATIC PRIMARY STRESS 38 3.2
HYDROSTATIC PRIMARY STRESS 41 3.3 PLASTIFICATION 44 3.3.1 CONSIDERATION
OF THE COHESION 47 3.4 GROUND REACTION LINE 48 3.5 EARTH PRESSURE ON
SHAFTS 50 3.6 PRESSUREMETER 51 3.7 PROCESSES IN SQUEEZING ROCK 51 3.8
SUPPORT REACTION LINE 54 CONTENTS VII 3.9 SOFTENING OF THE GROUND 57 4
SOME APPROXIMATIVE SOLUTIONS FOR SHALLOW TUNNELS 60 4.1 SUPPORT PRESSURE
AT CROWN AND INVERT 60 4.2 LOAD ON THE SUPPORT 65 4.3 LOWER BOUND OF THE
SUPPORT PRESSURE 66 4.4 UPPER BOUND OF THE SUPPORT PRESSURE 68 5
STABILITY OF THE EXCAVATION FACE 68 5.1 PLASTIFICATION OF WEIGHTLESS
GROUND 68 5.2 APPROXIMATIVE SOLUTION FOR GROUND WITH OWN WEIGHT 71 5.3
NUMERICAL RESULTS 71 5.4 SILO FORMULA OF JANSSEN 72 5.5 STABILITY OF THE
EXCAVATION FACE ACCORDING TO THE BOUND THEO- REMS 75 5.5.1 STAND-UP TIME
OF THE EXCAVATION FACE 78 6 SETTLEMENT OF THE SURFACE 79 THE ROLE OF
NUMERICAL ANALYSIS IN TUNNEL DESIGN 87 WEI WU AND PETER OWEN ROONEY 1
INTRODUCTION 87 2 NATM FOR SHALLOW TUNNEL IN SOFT GROUND 88 3 NUMERICAL
METHODS 93 3.1 BEAM-SPRING MODEL 94 3.2 BOUNDARY ELEMENT METHOD 94 3.3
DISCRETE ELEMENT METHOD 95 3.4 FINITE ELEMENT METHOD 95 3.4.1 THREE
DIMENSIONAL FINITE ELEMENT 95 VIII CONTENTS 3.5 TWO DIMENSIONAL FINITE
ELEMENT 97 3.6 NUMERICAL METHOD, QUO VADIS? 103 3.7 FACE STABILITY, A
PROBLEM OF ITS OWN 107 4 PRIMARY LINING 108 4.1 SAFETY FACTORS 109 4.2
BEARING CAPACITY DIAGRAM ILL 4.3 EFFECT OF STRUCTURAL RIB 114 4.4 MORE
ABOUT PRIMARY LINING DESIGN 116 5 NUMERICAL ANALYSIS OF FINAL LINING 117
5.1 WHY A FINAL LINING 118 5.1.1 STABILITY 118 5.1.2 WATERPROOFING
(SERVICEABILITY): DRAINED OR UN- DRAINED? 119 5.1.3 OTHER FACTORS 120
5.2 SOME REMARKS ON CONSTRUCTION 121 5.3 DIMENSIONING 123 5.3.1 DESIGN
LOAD 123 5.3.2 SAFETY FACTOR 124 5.3.3 METHOD OF ANALYSIS 125 5.4 A
HEURISTIC EXAMPLE 126 6 KAISERAU TUNNEL - A CASE STUDY 129 6.1
INTRODUCTION 129 6.2 TENDER DESIGN 131 6.2.1 EXPLORATION AND IN-SITU
TESTING 131 6.2.2 LABORATORY TESTING 134 6.2.3 EXCAVATION CLASSES 136
CONTENTS IX 6.2.4 DESIGN PARAMETERS 137 6.2.5 CONTROL MEASUREMENTS 138
6.3 GROUND CONDITIONS AND BEHAVIOUR 141 6.3.1 STRATIFICATION AND
LITHOLOGY 141 6.3.2 TECTONICS 142 6.3.3 WATER 143 6.3.4 SPECIAL MEASURES
144 6.3.5 CROWN SETTLEMENT BEHAVIOUR 144 6.3.6 EXCAVATION CLASSES 144
6.4 TUNNEL COLLAPSE BETWEEN CHAINAGE 106 AND 132 IN AUGUST 1985 145
6.4.1 CONSTRUCTION SITUATION AT THE TIME OF THE COLLAPSE 146 6.4.2
MIDDLE SLIT MODIFICATION FOR BENCH AND INVERT HEA- DINGS 148 6.4.3
SURVEY MEASUREMENTS 150 6.4.4 DEVELOPMENT OF THE COLLAPSE 151 6.4.5
RESULTS FROM EVIDENCE COLLECTION 154 6.4.6 CALCULATIONS 155 6.4.7
COLLAPSE ASSESSMENT 158 6.5 LINING INVERT BREAK BETWEEN CHAINAGE 430 AND
480 - DISCO- VERED AUGUST 1987 158 6.5.1 OVERVIEW 158 6.5.2 THE
DISCOVERY 159 6.5.3 BACKGROUND 160 6.5.4 CALCULATIONS 160 6.5.5 DAMAGE
ASSESSMENT 163 6.6 LESSONS LEARNT 163 X CONTENTS 7 CONCLUDING REMARKS
164 REFERENCES 166 TUNNELLING UNDER SQUEEZING ROCK CONDITIONS 169
GIOVANNI BARLA 1. INTRODUCTION 169 2. IDENTIFICATION AND QUANTIFICATION
OF SQUEEZING CONDITIONS 171 2.1 EMPIRICAL APPROACHES 172 2.2
SEMI-EMPIRICAL APPROACHES 175 3. EXCAVATION AND SUPPORT METHODS 184 3.1
BRIEF HISTORICAL RETROSPECTIVE 185 3.2 CONVENTIONAL METHODS 187 3.3
MECHANISED EXCAVATION 200 4. ANALYSIS OF ROCK MASS RESPONSE 204 4.1
CLOSED FORM SOLUTIONS 204 4.1.1 ELASTO-PLASTIC SOLUTIONS 204 4.1.2 TIME
DEPENDENT RESPONSE 210 5. ROCK-SUPPORT INTERACTION ANALYSIS 214 5.1 ROCK
MASS RESPONSE 214 5.2 SUPPORT RESPONSE 216 5.3 NUMERICAL ANALYSES 219
5.3.1 CONTINUUM APPROACH 220 5.3.2 DISCONTINUUM APPROACH 230 5.3.3
INFLUENCE OF 3D CONDITIONS 232 6. OBSERVATION AND MONITORING DURING
EXCAVATION 239 CONTENTS XI 6.1 CONCEPTS 240 6.2 SUMMARY OF
INSTRUMENTATION 241 6.3 OBSERVATION AND MONITORING OF A TEST TUNNEL 243
6.4 CONVERGENCE MEASUREMENTS INTERPRETATION 244 6.5 DEFORMATION AHEAD OF
THE TUNNEL FACE 246 7. A CASE EXAMPLE: THE PINGLIN TUNNEL (TAIWAN) 247
REFERENCES 259 APPENDIX 1 263 1. DEFINITIONS OF SQUEEZING PUBLISHED BY
THE INTERNATIONAL SO- CIETY FOR ROCK MECHANICS (ISRM), BARLA (1995) 263
2. SUMMARY OF DEFINITIONS OF SQUEEZING AS AVAILABLE IN THE ROCK
MECHANICS LITERATURE 264 ACKNOWLEDGMENTS 268 CHOICE OF TUNNEL SUPPORT
AND LINING. 269 PETER EGGER 1 INTRODUCTION 269 2 SELECTION METHODS BASED
ON ROCK CLASSIFICATION 269 3 STABILITY CONDITIONS 275 3.1 STABILITY OF
THE TUNNEL FACE 276 3.2 STABILITY OF THE RUNNING TUNNEL 278 4
DEFORMATIONAL CONDITIONS 280 5 INFLUENCE OF WATER 280 6 CONSEQUENCES FOR
THE SELECTION OF THE EXCAVATION METHOD 282 7 CONSEQUENCES FOR THE
SELECTION OF THE PRIMARY SUPPORT 283 7.1 PLACE OF SUPPORT INSTALLATION
286 XII CONTENTS 7.2 REQUIRED SUPPORT CAPACITY 291 8 FINAL LINING 292
8.1 SCOPE . . 292 8.2 DOUBLE RING CONCEPT 293 8.3 SINGLE RING CONCEPT
293 8.4 PRESSURE TUNNELS 294 REFERENCES 295 STANDARDS AND
RECOMMENDATIONS 296 IMPACT OF ROCK FAILURE MECHANISM ON TUNNEL DRIVING
299 MAX JOHN 1 INTRODUCTION 299 2 NATURE OF ROCK AND ROCK MASS 299 2.1
TERMINOLOGY 299 2.2 DESCRIPTION OF ROCK AND ROCK MASS 300 3 FRACTURING
IN HARD ROCK 301 3.1 EXISTING CRACKS IN ROCK 301 3.2 FRACTURE INITIATION
301 3.3 FRACTURE PROPAGATION 301 3.4 BRITTLE ROCK FAILURE MECHANISM 310
4 FACTORS INFLUENCING THE FRACTURE MECHANISM 314 4.1 EFFECT OF BOUNDARY
CONDITIONS 314 4.2 EFFECT OF TIME 317 4.2.1 CRACK VELOCITY 317 4.2.2
EFFECT OF LOADING RATE 318 4.2.3 EFFECT OF LOADING HISTORY 320 CONTENTS
XIII 4.3 STIFF TESTING 322 4.3.1 MACHINE INFLUENCE 322 4.3.2 COMPLETE
STRESS - STRAIN CURVE 324 4.3.3 EFFECT OF CONFINING PRESSURE 325 4.3.4
EFFECT OF HEIGHT TO DIAMETER RATIO 327 4.3.5 EFFECT OF LOADING RATE 327
5 FRACTURING AROUND OPENINGS 330 5.1 FRACTURE SEQUENCE 330 5.2 ROCKBURST
335 5.3 SHEAR FAILURE 336 5.4 EFFECT OF ROCK BOLTING 341 6 CASE
HISTORIES 344 6.1 ARLBERG ROAD TUNNEL 344 6.2 INNTAL RAILWAY TUNNEL 346
6.3 UK UNDERSEA CROSSOVER 349 REFERENCES 354 CUT AND COVER TUNNELS IN
SOILS - A RATIONAL APPROACH 359 PETER KUDELLA 1 CUT-AND-COVER TECHNOLOGY
* WHEN TO USE ? 359 2 BASIC STRUCTURAL ELEMENTS, COMBINED SYSTEMS AND
DESIGN CRITERIA 360 2.1 STRUCTURAL FUNCTIONS 360 2.2 RETAINING WALL
TYPES 362 2.3 SUPPORT ELEMENTS 371 2.4 HORIZONTAL SEALING ELEMENTS 374
XIV CONTENTS 2.5 DECISION PROCESS 379 3 MECHANICAL MODELLING AND DESIGN
380 3.1 MODEL LIMITATIONS 380 3.2 ELASTIC BEAM MODELS 382 3.3 OVERALL
GROUND FAILURE MODELLING 385 3.4 FINITE ELEMENT MODELS 387 3.5
CONSTITUTIVE LAWS 389 3.6 IMPROVED DEFORMATION PREDICTION 391 4 SPECIAL
PROBLEMS 397 4.1 TUNNELS IN SOFT CLAY 397 4.2 EMBEDDED TUNNEL SHELLS 399
BIBLIOGRAPHY 402
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| illustrated | Illustrated |
| indexdate | 2024-07-09T21:33:30Z |
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| isbn | 3897228734 |
| language | English |
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| series | Advances in geotechnical engineering and tunnelling |
| series2 | Advances in geotechnical engineering and tunnelling |
| spelling | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 ed. by D. Kolymbas Berlin Logos-Verl. 2002 XIV, 403 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Advances in geotechnical engineering and tunnelling 5 Geomechanik (DE-588)4126903-2 gnd rswk-swf Tunnel (DE-588)4061212-0 gnd rswk-swf Tunnelbau (DE-588)4061215-6 gnd rswk-swf (DE-588)1071861417 Konferenzschrift 2001 Innsbruck gnd-content Tunnelbau (DE-588)4061215-6 s DE-604 Tunnel (DE-588)4061212-0 s Geomechanik (DE-588)4126903-2 s Advances in geotechnical engineering and tunnelling 5 (DE-604)BV013560385 5 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017268815&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 Advances in geotechnical engineering and tunnelling Geomechanik (DE-588)4126903-2 gnd Tunnel (DE-588)4061212-0 gnd Tunnelbau (DE-588)4061215-6 gnd |
| subject_GND | (DE-588)4126903-2 (DE-588)4061212-0 (DE-588)4061215-6 (DE-588)1071861417 |
| title | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 |
| title_auth | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 |
| title_exact_search | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 |
| title_full | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 ed. by D. Kolymbas |
| title_fullStr | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 ed. by D. Kolymbas |
| title_full_unstemmed | Tunnelling mechanics Eurosummerschool, Innsbruck, 2001 ed. by D. Kolymbas |
| title_short | Tunnelling mechanics |
| title_sort | tunnelling mechanics eurosummerschool innsbruck 2001 |
| title_sub | Eurosummerschool, Innsbruck, 2001 |
| topic | Geomechanik (DE-588)4126903-2 gnd Tunnel (DE-588)4061212-0 gnd Tunnelbau (DE-588)4061215-6 gnd |
| topic_facet | Geomechanik Tunnel Tunnelbau Konferenzschrift 2001 Innsbruck |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017268815&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV013560385 |