Tunnel induced settlements and structural forces in linings:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Stuttgart
2006
|
| Schriftenreihe: | Mitteilung / Institut für Geotechnik Stuttgart
54 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Zugl.: Stuttgart, Univ., Diss., 2006 |
| Beschreibung: | XIII, 149 S. Ill., graph. Darst. |
| ISBN: | 3921837545 9783921837542 |
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Datensatz im Suchindex
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| adam_text | TUNNEL INDUCED SETTLEMENTS AND STRUCTURAL FORCES IN LININGS VON DER
FAKULTAT FIIR BAU- UND UMWELTINGENIEURWISSENSCHAFTEN DER UNIVERSITAT
STUTTGART ZUR ERLANGUNG DER WIIRDE EINES DOKTORS DER
INGENIEURWISSENSCHAFTEN (DR.-ING.) GENEHMIGTE ABHANDLUNG, VORGELEGT VON
SVEN CHRISTIAN MOLLER GEBOREN IN BERLIN HAUPTBERICHTER: PROF. DR.-ING.
P. A. VERMEER MITBERICHTER: PROF. A. J. WHITTLE B.SC SC.D PROF. DR.-ING.
G. ANAGNOSTOU INSTITUT FIIR GEOTECHNIK DER UNIVERSITAT STUTTGART TAG DER
MUNDLICHEN PRUFUNG: 26. 06. 2006 CONTENTS 1 INTRODUCTION 1 2 MODERN
TUNNELLING METHODS 3 2.1 OPEN FACE TUNNELLING 3 2.1.1 CONVENTIONAL OPEN
FACE TUNNELLING METHOD 4 2.1.2 OPEN FACE SHIELD TUNNELLING 5 2.1.3
TUNNEL BORING MACHINE WITHOUT SHIELD 7 2.2 CLOSED FACE TUNNELLING 7
2.2.1 CLOSED FACE SHIELD TUNNELLING 7 3 ELEMENTARY COMPUTATIONAL METHODS
FOR TUNNELS 11 3.1 TUNNELS IN ROCK VERSUS SOIL 11 3.2 TUNNELS IN SOIL
AND SOFT ROCK 12 3.3 DEFORMATIONS DUE TO CLOSED SHIELD TUNNELLING 12 3.4
DEFORMATIONS IN OPEN FACE TUNNELLING 13 3.5 LINING FORCES 14 3.6 THE
EMPIRICAL ASSESSMENT OF SETTLEMENTS 15 3.6.1 TRANSVERSE SURFACE
SETTLEMENT 15 3.6.2 WIDTH OF SETTLEMENT TROUGH 16 3.6.3 DEPTH OF
SETTLEMENT TROUGH 19 3.6.4 HORIZONTAL DISPLACEMENTS 21 3.6.5
LONGITUDINAL SURFACE SETTLEMENT 22 3.7 THE GROUND RESPONSE CURVE FOR
LOADS ON LININGS 24 3.8 STRUCTURAL DESIGN MODELS FOR TUNNELS 27 3.8.1 ON
THE USE OF ANALYTICAL SOLUTIONS OF CONTINUUM MODELS FOR LINING FORCES 28
3.8.2 THE BEDDED-BEAM MODEL 31 3.8.3 GROUND PRESSURES ON TUNNEL LININGS
35 FINITE ELEMENT MODELLING OF TUNNELS 41 4.1 BASIC TERMS AND MODELLING
ASPECTS OF FEM TUNNEL ANALYSIS 42 4.1.1 FINITE ELEMENTS AS USED IN THIS
THESIS 43 4.1.2 BOUNDARY CONDITIONS 43 4.1.3 STEADY-STATE SETTLEMENT
TROUGH 44 4.1.4 ZIGZAGGING AND STEADY-STATE OF STRUCTURAL FORCES 45
4.1.5 TOLERATED ERROR 47 CONTENTS 4.2 ON FE-MESH DIMENSIONS 47 4.2.1 2D
MESH DIMENSIONS 48 4.2.2 3D MESH DIMENSIONS 49 4.2.3 CONCLUDING REMARKS
ON MESH DIMENSIONS 50 4.3 THE INFLUENCE OF THE MESH COARSENESS 50 4.3.1
3D MESH COARSENESS 50 4.4 ON THE INITIAL STRESS 54 4.4.1 THE HORIZONTAL
INITIAL STRESS 55 4.4.2 THE ROLE OF K O 57 4.5 REVIEW OF 3D FEM
INSTALLATION PROCEDURES 69 4.5.1 STEP-BY-STEP INSTALLATION FOR
CONVENTIONAL TUNNELLING 70 4.5.2 INSTALLATION FOR CLOSED SHIELD
TUNNELLING 70 4.5.2.1 SLURRY VERSUS EARTH PRESSURE BALANCE SHIELD 72
4.5.2.2 STEP-BY-STEP PRESSURE METHOD 72 4.6 REVIEW OF 2D FEM
INSTALLATION PROCEDURES 74 4.6.1 INSTALLATION PROCEDURES FOR
CONVENTIONAL TUNNELLING 76 4.6.1.1 CORE SUPPORT METHOD (A-METHOD) 76
4.6.1.2 LINING REDUCTION METHOD (5-METHOD) 77 4.6.1.3 STRESS REDUCTION
METHOD (/3-METHOD) 77 4.6.2 INSTALLATION PROCEDURES FOR CLOSED SHIELD
TUNNELLING 78 4.6.2.1 THE GAP METHOD 79 4.6.2.2 THE STRESS REDUCTION
METHOD 80 4.6.2.3 CONTRACTION METHOD 81 4.7 IMPROVED INSTALLATION
PROCEDURE FOR SHIELD TUNNELS: THE GROUT PRESSURE METHOD 81 4.8
EVALUATION OF UNLOADING FACTORS FOR USE IN THE STRESS REDUCTION METHOD .
. 84 4.8.1 THREE-DIMENSIONAL FE-ANALYSES 85 4.8.2 ID- VERSUS 3D-ANALYSES
85 4.8.3 ON GROUND AND LINING STIFFNESSES 86 4.8.4 LINEAR ELASTIC
ANALYSES 87 4.8.5 ELASTO-PLASTIC ANALYSES 89 4.8.6 CASE STUDY OF A
SUBWAY TUNNEL 91 4.8.7 CONCLUSIONS ON UNLOADING FACTORS 91 4.8.8 A FAST
3D ANALYSIS FOR UNLOADING FACTORS OF SETTLEMENT 92 TUNNEL CASE STUDIES
97 5.1 STEINHALDENFELD CONVENTIONALLY DRIVEN RUNNEL 97 5.1.1 3D
FE-ANALYSES 98 5.1.2 2D FE-ANALYSES 103 5.2 SECOND HEINENOORD SLURRY
SHIELD TUNNEL 107 5.2.1 3D FE-ANALYSES 108 5.2.2 2D FE-ANALYSES 115
CONTENTS 127 ON ELEMENTARY DESIGN METHODS 127 ON THE FEM 128
RECOMMENDATIONS FOR FURTHER RESEARCH 130 I CONSTITUTIVE MODELS AS USED
IN THIS THESIS 131 THE MOHR-COULOMB MODEL 131 THE HARDENING-SOIL MODEL
133 THE HS-SMALL MODEL 138 APHY 141
|
| adam_txt |
TUNNEL INDUCED SETTLEMENTS AND STRUCTURAL FORCES IN LININGS VON DER
FAKULTAT FIIR BAU- UND UMWELTINGENIEURWISSENSCHAFTEN DER UNIVERSITAT
STUTTGART ZUR ERLANGUNG DER WIIRDE EINES DOKTORS DER
INGENIEURWISSENSCHAFTEN (DR.-ING.) GENEHMIGTE ABHANDLUNG, VORGELEGT VON
SVEN CHRISTIAN MOLLER GEBOREN IN BERLIN HAUPTBERICHTER: PROF. DR.-ING.
P. A. VERMEER MITBERICHTER: PROF. A. J. WHITTLE B.SC SC.D PROF. DR.-ING.
G. ANAGNOSTOU INSTITUT FIIR GEOTECHNIK DER UNIVERSITAT STUTTGART TAG DER
MUNDLICHEN PRUFUNG: 26. 06. 2006 CONTENTS 1 INTRODUCTION 1 2 MODERN
TUNNELLING METHODS 3 2.1 OPEN FACE TUNNELLING 3 2.1.1 CONVENTIONAL OPEN
FACE TUNNELLING METHOD 4 2.1.2 OPEN FACE SHIELD TUNNELLING 5 2.1.3
TUNNEL BORING MACHINE WITHOUT SHIELD 7 2.2 CLOSED FACE TUNNELLING 7
2.2.1 CLOSED FACE SHIELD TUNNELLING 7 3 ELEMENTARY COMPUTATIONAL METHODS
FOR TUNNELS 11 3.1 TUNNELS IN ROCK VERSUS SOIL 11 3.2 TUNNELS IN SOIL
AND SOFT ROCK 12 3.3 DEFORMATIONS DUE TO CLOSED SHIELD TUNNELLING 12 3.4
DEFORMATIONS IN OPEN FACE TUNNELLING 13 3.5 LINING FORCES 14 3.6 THE
EMPIRICAL ASSESSMENT OF SETTLEMENTS 15 3.6.1 TRANSVERSE SURFACE
SETTLEMENT 15 3.6.2 WIDTH OF SETTLEMENT TROUGH 16 3.6.3 DEPTH OF
SETTLEMENT TROUGH 19 3.6.4 HORIZONTAL DISPLACEMENTS 21 3.6.5
LONGITUDINAL SURFACE SETTLEMENT 22 3.7 THE GROUND RESPONSE CURVE FOR
LOADS ON LININGS 24 3.8 STRUCTURAL DESIGN MODELS FOR TUNNELS 27 3.8.1 ON
THE USE OF ANALYTICAL SOLUTIONS OF CONTINUUM MODELS FOR LINING FORCES 28
3.8.2 THE BEDDED-BEAM MODEL 31 3.8.3 GROUND PRESSURES ON TUNNEL LININGS
35 FINITE ELEMENT MODELLING OF TUNNELS 41 4.1 BASIC TERMS AND MODELLING
ASPECTS OF FEM TUNNEL ANALYSIS 42 4.1.1 FINITE ELEMENTS AS USED IN THIS
THESIS 43 4.1.2 BOUNDARY CONDITIONS 43 4.1.3 STEADY-STATE SETTLEMENT
TROUGH 44 4.1.4 ZIGZAGGING AND STEADY-STATE OF STRUCTURAL FORCES 45
4.1.5 TOLERATED ERROR 47 CONTENTS 4.2 ON FE-MESH DIMENSIONS 47 4.2.1 2D
MESH DIMENSIONS 48 4.2.2 3D MESH DIMENSIONS 49 4.2.3 CONCLUDING REMARKS
ON MESH DIMENSIONS 50 4.3 THE INFLUENCE OF THE MESH COARSENESS 50 4.3.1
3D MESH COARSENESS 50 4.4 ON THE INITIAL STRESS 54 4.4.1 THE HORIZONTAL
INITIAL STRESS 55 4.4.2 THE ROLE OF K O 57 4.5 REVIEW OF 3D FEM
INSTALLATION PROCEDURES 69 4.5.1 STEP-BY-STEP INSTALLATION FOR
CONVENTIONAL TUNNELLING 70 4.5.2 INSTALLATION FOR CLOSED SHIELD
TUNNELLING 70 4.5.2.1 SLURRY VERSUS EARTH PRESSURE BALANCE SHIELD 72
4.5.2.2 STEP-BY-STEP PRESSURE METHOD 72 4.6 REVIEW OF 2D FEM
INSTALLATION PROCEDURES 74 4.6.1 INSTALLATION PROCEDURES FOR
CONVENTIONAL TUNNELLING 76 4.6.1.1 CORE SUPPORT METHOD (A-METHOD) 76
4.6.1.2 LINING REDUCTION METHOD (5-METHOD) 77 4.6.1.3 STRESS REDUCTION
METHOD (/3-METHOD) 77 4.6.2 INSTALLATION PROCEDURES FOR CLOSED SHIELD
TUNNELLING 78 4.6.2.1 THE GAP METHOD 79 4.6.2.2 THE STRESS REDUCTION
METHOD 80 4.6.2.3 CONTRACTION METHOD 81 4.7 IMPROVED INSTALLATION
PROCEDURE FOR SHIELD TUNNELS: THE GROUT PRESSURE METHOD 81 4.8
EVALUATION OF UNLOADING FACTORS FOR USE IN THE STRESS REDUCTION METHOD .
. 84 4.8.1 THREE-DIMENSIONAL FE-ANALYSES 85 4.8.2 ID- VERSUS 3D-ANALYSES
85 4.8.3 ON GROUND AND LINING STIFFNESSES 86 4.8.4 LINEAR ELASTIC
ANALYSES 87 4.8.5 ELASTO-PLASTIC ANALYSES 89 4.8.6 CASE STUDY OF A
SUBWAY TUNNEL 91 4.8.7 CONCLUSIONS ON UNLOADING FACTORS 91 4.8.8 A FAST
3D ANALYSIS FOR UNLOADING FACTORS OF SETTLEMENT 92 TUNNEL CASE STUDIES
97 5.1 STEINHALDENFELD CONVENTIONALLY DRIVEN RUNNEL 97 5.1.1 3D
FE-ANALYSES 98 5.1.2 2D FE-ANALYSES 103 5.2 SECOND HEINENOORD SLURRY
SHIELD TUNNEL 107 5.2.1 3D FE-ANALYSES 108 5.2.2 2D FE-ANALYSES 115
CONTENTS 127 ON ELEMENTARY DESIGN METHODS 127 ON THE FEM 128
RECOMMENDATIONS FOR FURTHER RESEARCH 130 I CONSTITUTIVE MODELS AS USED
IN THIS THESIS 131 THE MOHR-COULOMB MODEL 131 THE HARDENING-SOIL MODEL
133 THE HS-SMALL MODEL 138 APHY 141 |
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| genre_facet | Hochschulschrift Tunnelschale |
| id | DE-604.BV022223706 |
| illustrated | Illustrated |
| index_date | 2024-07-02T16:30:07Z |
| indexdate | 2024-07-09T20:52:45Z |
| institution | BVB |
| isbn | 3921837545 9783921837542 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015434878 |
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| physical | XIII, 149 S. Ill., graph. Darst. |
| publishDate | 2006 |
| publishDateSearch | 2006 |
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| series2 | Mitteilung / Institut für Geotechnik Stuttgart |
| spelling | Möller, Sven Verfasser aut Tunnel induced settlements and structural forces in linings Sven Möller Stuttgart 2006 XIII, 149 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Mitteilung / Institut für Geotechnik Stuttgart 54 Zugl.: Stuttgart, Univ., Diss., 2006 Baugrund (DE-588)4004792-1 gnd rswk-swf Untertagebau (DE-588)4062035-9 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Tunnelschale gnd rswk-swf Untertagebau (DE-588)4062035-9 s Tunnelschale f Baugrund (DE-588)4004792-1 s DE-604 Institut für Geotechnik Stuttgart Mitteilung 54 (DE-604)BV001284076 54 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015434878&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Möller, Sven Tunnel induced settlements and structural forces in linings Baugrund (DE-588)4004792-1 gnd Untertagebau (DE-588)4062035-9 gnd |
| subject_GND | (DE-588)4004792-1 (DE-588)4062035-9 (DE-588)4113937-9 |
| title | Tunnel induced settlements and structural forces in linings |
| title_auth | Tunnel induced settlements and structural forces in linings |
| title_exact_search | Tunnel induced settlements and structural forces in linings |
| title_exact_search_txtP | Tunnel induced settlements and structural forces in linings |
| title_full | Tunnel induced settlements and structural forces in linings Sven Möller |
| title_fullStr | Tunnel induced settlements and structural forces in linings Sven Möller |
| title_full_unstemmed | Tunnel induced settlements and structural forces in linings Sven Möller |
| title_short | Tunnel induced settlements and structural forces in linings |
| title_sort | tunnel induced settlements and structural forces in linings |
| topic | Baugrund (DE-588)4004792-1 gnd Untertagebau (DE-588)4062035-9 gnd |
| topic_facet | Baugrund Untertagebau Hochschulschrift Tunnelschale |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015434878&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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