Stability analysis for tunnels: fundamentals
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Essen
Verl. Glückauf
2000
|
| Series: | Geotechnik in Forschung und Praxis
4 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Dt. Ausg. u.d.T.: Wittke, Walter: Tunnelstatik |
| Physical Description: | X, 415 S. Ill., graph. Darst. : 21 cm |
| ISBN: | 3773913249 |
Staff View
MARC
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| 100 | 1 | |a Wittke, Walter |d 1934- |e Verfasser |0 (DE-588)105965391 |4 aut | |
| 245 | 1 | 0 | |a Stability analysis for tunnels |b fundamentals |c by Walter Wittke |
| 264 | 1 | |a Essen |b Verl. Glückauf |c 2000 | |
| 300 | |a X, 415 S. |b Ill., graph. Darst. : 21 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Geotechnik in Forschung und Praxis |v 4 | |
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Record in the Search Index
| _version_ | 1805068459283841024 |
|---|---|
| adam_text |
V
CONTENTS
PAGE
1.
INTRODUCTION
1
2.
STABILITY
OF
TUNNELS
IN
JOINTED
ROCK
4
2.1
MODEL
FOR
THE
STRESS-STRAIN
BEHAVIOUR
OF
JOINTED
ROCK
4
2.1.1
STRUCTURAL
MODELS
4
2.1.2
INTACT
ROCK
6
2.1.3
DISCONTINUITIES
19
2.1.4
ROCK
MASS
21
2.2
ILLUSTRATION
OF
THE
MODELS
25
2.2.1
ELASTIC
TRANSVERSELY
ISOTROPIC
STRESS
STRAIN
BEHAVIOUR
25
2.2.2
ANISOTROPIC
SHEAR
STRENGTH
31
2.2.3
ELASTIC-VISCOPLASTIC
BEHAVIOUR
37
2.3
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
43
2.3.1
GENERAL
43
2.3.2
ELEMENT
TYPES
AND
INTERPOLATION
FUNCTIONS
45
2.3.3
LINEAR
SYSTEM
OF
EQUATIONS
FOR
THE
NODAL
POINT
DISPLACEMENTS
IN
THE
CASE
OF
LINEAR
ELASTIC
BEHAVIOUR
53
2.3.4
CONSIDERATION
OF
VISCOPLASTIC
BEHAVIOUR
64
2.3.5
COMPUTATION
SECTION,
BOUNDARY
CONDITIONS
AND
DISCRETIZATION
ILLUSTRATED
BY
THE
EXAMPLE
OF
TWO-DIMENSIONAL
AND
PSEUDO
THREE-DIMENSIONAL
ANALYSES
69
2.3.6
CONSIDERATION
OF
CONSTRUCTION
STAGES
AND
THREE-DIMENSIONAL
SIMULATION
OF
TUNNEL
DRIVING
86
VI
CONTENTS
PAGE
2.3.7
ANALYSIS
OF
THE
STRESS
RESULTANTS
106
2.3.8
PROGRAM
SYSTEM
FEST03
108
2.4
CHARACTERISTIC
EXAMPLES
FOR
THE
NEW
AUSTRIAN
TUNNELING
METHOD
111
2.4.1
GENERAL
111
2.4.2
ADVANCING
VAULT
EXCAVATION
WITH
OPEN
INVERT
112
2.4.3
ADVANCING
VAULT
EXCAVATION
WITH
CLOSED
INVERT
123
2.4.4
ADVANCING
SIDEWALL
TUNNEL
EXCAVATION
130
3.
DESIGN
OF
TUNNELS
IN
SWELLING
ROCK
139
3.1
MODEL
OF
THE
STRESS-STRAIN
BEHAVIOUR
139
3.1.1
GENERAL
139
3.1.2
ONE-DIMENSIONAL
SWELLING
LAW
141
3.1.3
THREE-DIMENSIONAL
SWELLING
LAW
FOR
ISOTROPIC
SWELLING
BEHAVIOUR
144
3.1.4
THREE-DIMENSIONAL
LAW
FOR
TRANSVERSELY
ISOTROPIC
SWELLING
BEHAVIOUR
147
3.1.5
MODEL
FOR
THE
STRESS-STRAIN
BEHAVIOUR
OF
SWELLING
ROCK
ACCOUNTING
FOR
VISCOPLASTIC
BEHAVIOUR
150
3.2
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
151
3.3
VALIDATION
OF
SWELLING
LAW
153
3.3.1
SWELLING
TEST
ACCORDING
TO
HUDER
AND
AMBERG
ON
A
MUDSTONE
CONTAINING
ANHYDRITE
153
3.3.2
SWELLING
PRESSURE
TEST
154
VII
CONTENTS PAGE
3.3.3
SWELLING
TEST
ACCORDING
TO
HUDER
AND
AMBERG
ON
A
HIGHLY
COMPACTED
BENTONITE
155
3.3.4
COMBINED
SWELLING
PRESSURE
AND
SWELLING
STRAIN
TEST
158
3.3.5
LARGE
SCALE
IN-SITU
SWELLING
TESTS
163
3.4
EXAMPLES
FOR
DIFFERENT
DESIGN
CONCEPTS
170
3.4.1
EXPERIMENTAL
GALLERY
OF
THE
TUNNEL
"FREUDENSTEIN"
170
3.4.2
COMPARISON
OF
THE
PRINCIPLES
OF
YIELDING
AND
RESISTING
SUPPORT
180
4.
STABILITY
OF
UNDERGROUND
OPENINGS
IN
ROCK
SALT
197
4.1
MODEL
FOR
THE
STRESS-STRAIN
BEHAVIOUR
197
4.2
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
205
4.3
VALIDATION
OF
THE
CONSTITUTIVE
LAW
207
4.3.1
SIMULATION
OF
CREEP
TESTS
207
4.3.2
BACKANALYSIS
OF
CONVERGENCY
MEASUREMENTS
IN
AN
ADIT
212
4.4
STABILITY
ANALYSIS
FOR
AN
UNDERGROUND
REPOSITORY
IN
ROCK
SALT
215
5.
LOWERING
OF
THE
GROUND-WATER
TABLE
DUE
TO
TUNNEL
DRIVING
IN
SOIL
AND ROCK
226
5.1
MODEL
FOR
THE
SEEPAGE
FLOW
226
5.1.1
GENERAL
226
5.1.2
HOMOGENEOUS
MODEL,
DARCY'S
LAW
226
5.1.3
HYDROSTATIC
UPLIFT
AND
SEEPAGE
PRESSURE
235
5.1.4
CONTINUITY
CONDITION
237
VIII
CONTENTS
PAGE
5.1.5
EQUATION
OF
FLOW
FOR
POROUS
MEDIA
(SOIL
AND
JOINTED
ROCK)
240
5.1.6
DOUBLE
POROUS
MEDIA
242
5.1.7
EQUATION
OF
FLOW
FOR
DOUBLE
POROUS
MEDIA
(POROUS
JOINTED
ROCK
AND KARSTIFIED
ROCK)
244
5.2
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
245
5.2.1
LINEAR
SYSTEM
OF
EQUATIONS
FOR
THE
PIEZOMETRIC
HEADS
AT
THE
NODAL
POINTS
245
5.2.2
CONSIDERATION
OF
BOUNDARY
CONDITIONS
252
5.2.3
ANALYSIS
OF
THE
PHREATIC
SURFACE
255
5.2.4
CALCULATION
OF
THE
SEEPAGE
SURFACE
256
5.2.5
PSEUDO-THREE-DIMENSIONAL
ANALYSIS
257
5.2.6
SIMULATION
OF
A
TUNNEL
DRIVING
260
5.2.7
ANALYSIS
OF
UPLIFT
AND
SEEPAGE
FORCES
260
5.2.8
PROGRAM
SYSTEM
HYD03
261
5.2.9
PROGRAM
SYSTEM
HYDOPO
262
5.3
VERIFICATION
OF
THE
ANALYSIS
PROCEDURE:
WELLS
IN
A
HOMOGENEOUS
AND
ISOTROPIC
AQUIFER
264
5.4
ILLUSTRATION
OF
THE
DOUBLE
POROSITY
MODEL:
WELL
IN
A
JOINTED
ROCK
MASS
268
5.5
CHARACTERISTIC
EXAMPLES
274
5.5.1
LOWERING
OF
THE
GROUND-WATER
TABLE
DUE
TO
A
TUNNEL
EXCAVATION
IN
SEDIMENTARY
ROCK
274
5.5.2
LOWERING
OF
THE
GROUND-WATER
TABLE
DUE
TO
A
TUNNEL
EXCAVATION
IN
A
KARSTIFIED
ROCK
MASS
285
IX
CONTENTS PAGE
6.
STABILITY
OF
THE
WORKING
FACE
DURING
SHIELD
TUNNELING
WITH
COMPRESSED
AIR
292
6.1
GROUND-WATER
CONTROL
WITH
COMPRESSED
AIR
292
6.2
MODEL
FOR
THE
TWO-PHASE
FLOW
IN
PARTIALLY
SATURATED
SOILS
295
6.2.1
ASSUMPTIONS
295
6.2.2
RELATIONSHIP
BETWEEN
MATRIC
SUCTION
AND
DEGREE
OF
SATURATION
295
6.2.3
PERMEABILITY
WITH
RESPECT
TO
WATER
AND
TO
AIR
298
6.2.4
CONTINUITY
EQUATION
AND
EQUATIONS
OF
FLOW
301
6.3
MODEL
FOR
THE
STRESS-STRAIN
BEHAVIOUR
OF
PARTIALLY
SATURATED
SOILS
304
6.4
ANALYSIS
PROCEDURES
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
310
6.4.1
ANALYSIS
OF
TWO-PHASE
FLOW
(FLOW2P)
310
6.4.2
VALIDATION
OF
THE
MODEL
FOR
TWO-PHASE
FLOW
(FLOW2P)
USING
THE
EXAMPLE
OF
A
ONE-DIMENSIONAL
TWO-PHASE
FLOW
IN
A
SAND
COLUMN
318
6.4.3
ANALYSIS
OF
STRESSES
AND
DISPLACEMENTS
(FEST2P)
322
6.5
CHARACTERISTIC
EXAMPLE:
SLURRY
SHIELD
TUNNELING
WITH
TEMPORARY
SUPPORT
BY
COMPRESSED
AIR
328
7.
TUNNEL
DRIVING
IN
WATER
SATURATED
COHESIVE
SOILS
WITH
AN
ELASTIC-VISCOPLASTIC
STRESS-STRAIN
BEHAVIOUR
AND
STRAIN-HARDENING
344
7.1
MODEL
FOR
THE
STRESS-STRAIN
BEHAVIOUR
OF
COHESIVE
SOILS
344
CONTENTS
PAGE
7.2
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
(CAM3D)
353
7.3
CHARACTERISTIC
EXAMPLE:
ADVANCING
VAULT
EXCAVATION
WITH
CLOSED
INVERT
IN
A
CLAY
359
8.
CONSOLIDATION
OF
COHESIVE
SOILS
DUE
TO
A
TUNNEL'S
EXCAVATION
370
8.1
CLASSICAL
THEORY
OF
CONSOLIDATION
FOR
WATER
SATURATED
COHESIVE
SOILS
370
8.2
ANALYSIS
PROCEDURE
ACCORDING
TO
THE
FINITE
ELEMENT
METHOD
(FECON)
375
8.3
VERIFICATION
OF
THE
ANALYSIS
PROCEDURE
381
8.4
CHARACTERISTIC
EXAMPLE:
RADIAL
PRESTRESSING
OF
A
WATER
SATURATED
COHESIVE
SOIL
DURING
TUNNELING
387
9.
REFERENCES
407 |
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| id | DE-604.BV013179296 |
| illustrated | Illustrated |
| indexdate | 2024-07-20T03:50:28Z |
| institution | BVB |
| isbn | 3773913249 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-008979489 |
| oclc_num | 636422976 |
| open_access_boolean | |
| owner | DE-210 |
| owner_facet | DE-210 |
| physical | X, 415 S. Ill., graph. Darst. : 21 cm |
| publishDate | 2000 |
| publishDateSearch | 2000 |
| publishDateSort | 2000 |
| publisher | Verl. Glückauf |
| record_format | marc |
| series | Geotechnik in Forschung und Praxis |
| series2 | Geotechnik in Forschung und Praxis |
| spelling | Wittke, Walter 1934- Verfasser (DE-588)105965391 aut Stability analysis for tunnels fundamentals by Walter Wittke Essen Verl. Glückauf 2000 X, 415 S. Ill., graph. Darst. : 21 cm txt rdacontent n rdamedia nc rdacarrier Geotechnik in Forschung und Praxis 4 Dt. Ausg. u.d.T.: Wittke, Walter: Tunnelstatik Baustatik (DE-588)4112679-8 gnd rswk-swf Tunnelbau (DE-588)4061215-6 gnd rswk-swf Tunnelbau (DE-588)4061215-6 s Baustatik (DE-588)4112679-8 s DE-604 Geotechnik in Forschung und Praxis 4 (DE-604)BV012807229 4 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008979489&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Wittke, Walter 1934- Stability analysis for tunnels fundamentals Geotechnik in Forschung und Praxis Baustatik (DE-588)4112679-8 gnd Tunnelbau (DE-588)4061215-6 gnd |
| subject_GND | (DE-588)4112679-8 (DE-588)4061215-6 |
| title | Stability analysis for tunnels fundamentals |
| title_auth | Stability analysis for tunnels fundamentals |
| title_exact_search | Stability analysis for tunnels fundamentals |
| title_full | Stability analysis for tunnels fundamentals by Walter Wittke |
| title_fullStr | Stability analysis for tunnels fundamentals by Walter Wittke |
| title_full_unstemmed | Stability analysis for tunnels fundamentals by Walter Wittke |
| title_short | Stability analysis for tunnels |
| title_sort | stability analysis for tunnels fundamentals |
| title_sub | fundamentals |
| topic | Baustatik (DE-588)4112679-8 gnd Tunnelbau (DE-588)4061215-6 gnd |
| topic_facet | Baustatik Tunnelbau |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008979489&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV012807229 |
| work_keys_str_mv | AT wittkewalter stabilityanalysisfortunnelsfundamentals |