Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt:
Gespeichert in:
| Beteiligte Personen: | , , , |
|---|---|
| Format: | Buch |
| Sprache: | Deutsch |
| Veröffentlicht: |
Köln
GRS
Mai 2018
|
| Schriftenreihe: | GRS
493 |
| Schlagwörter: | |
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=030494443&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Umfang: | V, 294 Seiten Illustrationen, Diagramme |
| ISBN: | 9783946607786 |
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MARC
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| 020 | |a 9783946607786 |c Broschur |9 978-3-946607-78-6 | ||
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| 049 | |a DE-91 |a DE-12 | ||
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| 100 | 1 | |a Jantschik, Kyra |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt |c Kyra Jantschik [und 5 weitere] |
| 264 | 1 | |a Köln |b GRS |c Mai 2018 | |
| 300 | |a V, 294 Seiten |b Illustrationen, Diagramme | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a GRS |v 493 | |
| 655 | 7 | |0 (DE-588)4155043-2 |a Forschungsbericht |2 gnd-content | |
| 700 | 1 | |a Czaikowski, Oliver |e Verfasser |4 aut | |
| 700 | 1 | |a Hertes, Uwe |e Verfasser |4 aut | |
| 700 | 1 | |a Meyer, Thorsten |e Verfasser |4 aut | |
| 830 | 0 | |a GRS |v 493 |w (DE-604)BV008889593 |9 493 | |
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| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-030494443 | |
Datensatz im Suchindex
| DE-BY-TUM_call_number | 0001 2018 B 1311 |
|---|---|
| DE-BY-TUM_katkey | 2349874 |
| DE-BY-TUM_location | Mag |
| DE-BY-TUM_media_number | 040009182663 |
| _version_ | 1821934199429398530 |
| adam_text | TABLE
OF
CONTENTS
1
INTRODUCTION
.........................................................................................................
1
1.1
BACKGROUND
..........................................................................................................
1
1.2
LONG-TERM
CHEMICAL
STABILITY
OF
CEMENT
BASED
SEALING
MATERIALS
...................
2
1.3
AIM
AND
APPROACH
................................................................................................
4
2
ANALYTICAL
METHODS
............................................................................................
7
3
DESCRIPTION
OF
AVAILABLE
CONCRETE
BASED
SEALING
MATERIALS
....................
9
3.1
SOREL
CONCRETE
......................................................................................................
9
3.1.1
CHEMICAL
AND
HYDRAULIC
PROPERTIES
....................................................................
9
3.1.2
TEMPERATURE
DEPENDENT
HARDENING
OF
SOREL
CONCRETE
...................................
11
3.1.3
PRODUCTION
OF
SOREL
CONCRETE
SAMPLES
IN
LABORATORY
......................................
13
3.2
SAIT
CONCRETE
........................................................................................................
14
3.2.1
CHEMICAL
AND
HYDRAULIC
PROPERTIES
..................................................................
15
3.2.2
DERIVATION
OF
AVAILABLE
SALT
CONCRETE
................................................................
19
3.3
FABRICATION
OF
SALINE
SOLUTIONS
FOR
EXPERIMENTS
.............................................
20
3.4
ANALYSATION
OF
MATERIALS
....................................................................................
21
3.4.1
ANALYSIS
OF
USED
CONCRETE
.................................................................................
21
3.4.2
ANALYSIS
OF
SALINE
SOLUTIONS
..............................................................................
25
4
LABORATORY
INVESTIGATIONS
.............................................................................
27
4.1
BATCH
EXPERIMENTS
..............................................................................................
27
4.1.1
SETUP
OF
BATCH
EXPERIMENTS
.............................................................................
27
4.1.2
LABORATORY
RESULTS
OF
BATCH
EXPERIMENTS
........................................................
29
4.1.2.1
SYSTEM
SOREL
CONCRETE
-
OLD
/
NACI
SOLUTION
.................................................
29
TABLES
OF
CONTENTS
4.1.2.2
SYSTEM
SOREL
CONCRETE
-
OLD
/
MGCI
2
SOLUTION
.................................................
34
4.1.2.3
SYSTEM
SEIT
CONCRETE
/
NACI
SOLUTION
................................................................
38
4.1.2.4
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
.............................................................
42
4.1.2.5
RESULTS
OF
TRACER
TESTS
........................................................................................
46
4.1.3
INTERPRETATION
AND
DISCUSSION
............................................................................
48
4.1.3.1
THERMODYNAMIC
STABILITY
IN
THE
SYSTEM
SOREL
CONCRETE
-
OLD
/
NACI
SOLUTION
................................................................................................................
49
4.1.3.2
THERMODYNAMIC
STABILITY
IN
THE
SYSTEM
SOREL
CONCRETE
-
OLD
/
MGCI
2
SOLUTION
.................................................................................................................
51
4.1.3.3
THERMODYNAMIC
STABILITY
IN
THE
SYSTEM
SALT
CONCRETE
/
NACI
SOLUTION
..........
52
4.1.3.4
THERMODYNAMIC
STABILITY
IN
THE
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
........
53
4.1.3.5
APPLICABILITY
OF
TRACERS
CAESIUM
AND
LITHIUM
IN
THE
VARIOUS
SYSTEMS
WITH
SOREL
AND
SALT
CONCRETE
............................................................................
55
4.2
CASCADE
EXPERIMENTS
.........................................................................................
55
4.2.1
SETUP
OF
CASCADE
EXPERIMENTS
..........................................................................
55
4.2.2
LABORATORY
RESULTS
OF
CASCADE
EXPERIMENTS
....................................................
58
4.2.2.1
SYSTEM
SOREL
CONCRETE
-
AI
/
NACI
SOLUTION
....................................................
58
4.2.2
2
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
..............................................................
62
4.2.3
INTERPRETATION
AND
DISCUSSION
...........................................................................
67
4.2.3.1
DISSOLUTION-PRECIPITATION
PROCESSES
IN
THE
SYSTEM
SOREL
CONCRETE
-
AI
/
NACI
SOLUTION
...................................................................................................
67
4.2.3
2
DISSOLUTION-PRECIPITATION
PROCESSES
IN
THE
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
....................................................................................................
70
4.3
THROUGH-DIFFUSION
EXPERIMENTS
.........................................................................
71
4.3.1
SETUP
OF
THROUGH-DIFFUSION
EXPERIMENTS
............................................................
71
4.3.2
RESULTS
OF
THROUGH-DIFFUSION
EXPERIMENTS
.......................................................
74
4.3.3
INTERPRETATION
AND
DISCUSSION
...........................................................................
83
4.4
ADVECTION
EXPERIMENTS
.......................................................................................
88
4.4.1
SETUP
OF
ADVECTIONS
EXPERIMENTS
.....................................................................
88
4.4.2
LABORATORY
RESULTS
OF
ADVECTION
EXPERIMENTS
..................................................
93
4.4.2.1
ADVECTION
EXPERIMENTS
WITH
SOREL
CONCRETE
-
AI
.............................................
93
II
TABLES
OF
CONTENTS
A.4.2.2
ADVECTION
EXPERIMENTS
WITH
COMBINED
SAMPLES
OF
ROCK
SALT
AND
SALT
CONCRETE
.......................................................................................107
4.4.3
INTERPRETATION
AND
DISCUSSION
.........................................................................116
4.4.3.1
DEVELOPMENT
OF
THE
PERMEABILITY
OF
SOREL
CONCRETE
DURING
PERCOLATION
WITH
SALINE
SOLUTIONS
AND
ITS
INFLUENCE
TO
THE
SEALING
CAPACITY
.................116
4.4.3.2
DEVELOPMENT
OF
THE
CONTACT
SEAM
BETWEEN
SEALING
ELEMENT
AND
HOST
ROCK
DURING
PERCOLATION
WITH
SALINE
SOLUTIONS
AND
ITS
INFLUENCE
TO
THE
SEALING
CAPACITY
...............................................................................................
122
4.5
PET-MEASUREMENTS
ON
SALT
CONCRETE
-
HALITE
CONTACT
ZONE
.......................125
4.5.1
SET
UP
OF
PET-MEASUREMENTS
........................................................................125
4.5.2
RESULTS
OF
PET-MEASUREMENTS
.....................................................................127
4.5.3
INTERPRETATION
AND
DISCUSSION
.........................................................................130
5
MODEL
INVESTIGATIONS
.....................................................................................
137
5.1
MODEL
METHODS
.................................................................................................137
5.2
DATABASE
..........................................................................................................137
5.3
CALCULATION
AND
ADJUSTMENTS
..........................................................................
138
5.3.1
CALCULATION
OF
SATURATION
INDICES
FROM
THE
COMPOSITION
OF
EXPERIMENTAL
SOLUTIONS
....................................................................................138
5.3.2
CALCULATIONS
AND
ADJUSTMENTS
IN
THE
SYSTEM
SOREL
CONCRETE
/
NACI
SOLUTION
..............................................................................................................139
5.3.4
CALCULATIONS
AND
ADJUSTMENTS
IN
THE
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
..............................................................................................................144
5.4
MODELLING
RESULTS
..............................................................................................
151
5.4.1
CALCULATION
OF
SATURATION
INDICES
FROM
EXPERIMENTAL
SOLUTIONS
IN
BATCH
EXPERIMENTS
......................................................................................................
152
5.4.2
CALCULATION
OF
SATURATION
INDICES
FROM
EXPERIMENTAL
SOLUTIONS
IN
CASCADE
EXPERIMENTS
......................................................................................159
5.4.3
CALCULATION
OF
SATURATION
INDICES
FROM
EXPERIMENTAL
SOLUTIONS
IN
ADVECTION
EXPERIMENTS
WITH
SOREL
CONCRETE
...................................................
162
III
TABLES
OF
CONTENTS
5.4.4
MODELLING
OF
THE
REACTION
OF
SOREL
CONCRETE
WITH
NACI
SOLUTION
..................165
5.4.5
MODELLING
OF
THE
REACTION
OF
SALT
CONCRETE
WITH
MGCI
2
SOLUTION
..................170
5.5
INTERPRETATION
AND
DISCUSSION
..........................................................................184
5.5.1
COMPARISON
BETWEEN
MODELLING
AND
EXPERIMENTAL
RESULTS
IN
THE
SYSTEM
SOREL
CONCRETE
-
A1
/
NACI
SOLUTION
..................................................184
5.5.2
COMPARISON
BETWEEN
MODELLING
AND
EXPERIMENTAL
RESULTS
IN
THE
SYSTEM
SALT
CONCRETE
/
MGCI
2
SOLUTION
............................................................186
6
EVALUATION
OF
CEMENT
BASED
SEALING
MATERIALS
.......................................
193
6.1
EVALUATION
OF
SOREL
CONCRETE
WITH
REPECT
TO
ITS
GEO-CHEMICAL
MATERIAL
BEHAVIOUR
AND
ITS
SEALING
CAPACITY
.................................................................193
6.2
EVALUATION
OF
SALT
CONCRETE
WITH
REPECT
TO
ITS
GEO-CHEMICAL
MATERIAL
BEHAVIOUR
AND
ITS
SEALING
CAPACITY
.................................................................195
7
CONCLUSIONS
.....................................................................................................
199
8
SUMMARY
AND
OUTLOOK
..................................................................................
201
9
ZUSAMMENFASSUNG
UND
AUSBLICK
..............................................................
205
REFERENCES
.......................................................................................................
211
GLOSSARY,
SYMBOLS
AND
ABBREVIATIONS
.....................................................
221
LIST
OF
TABLES
...................................................................................................
229
LIST
OF
FIGURES
..................................................................................................
233
APPENDIX
..........................................................................................................
245
A
1
EXPERIMENTAL
DATA
............................................................................................
245
A
1.1
DETECTION
LIMITS
OF
ICP-OES
AND
ICP-MS
......................................................
245
A
1.2
SOLUTION
ANALYSIS
BATCH
EXPERIMENTS
..............................................................
246
A
1.3
SOLUTION
ANALYSIS
CASCADE
EXPERIMENTS
.........................................................
250
TABLES
OF
CONTENTS
A
1.4
TRACER
CONCENTRATIONS
THROUGH-DIFFUSION
EXPERIMENTS
.................................
252
A
1.5
SOLUTION
ANALYSIS
ADVECTION
EXPERIMENTS
-
SOREL
CONCRETE-AI
...............
256
A
1.6
SOLUTION
ANALYSIS
AND
PERMEABILITY
MEASUREMENTS
ADVECTION
EXPERIMENTS
-
COMBINED
SAMPLES
...........................................
260
A
1.7
TRACER
TEST
........................................................................................................
263
A
1.8
X-RAY
ANALYSIS
...................................................................................................
264
A
1.9
PERMEABILITY
MEASUREMENTS
TO
GAS
-
SOREL
CONCRETE
-AI
.........................
267
A
1.10
PERMEABILITY
MEASUREMENTS
TO
GAS
-
COMBINED
SAMPLES
...........................
268
A
2
MODELLING
DATA
................................................................................................
269
A
2.1
CALCULATED
SATURATION
INDICES
FROM
BATCH
EXPERIMENTS
...............................
269
A
2.2
CALCULATED
SATURATION
INDICES
FROM
CASCADE
EXPERIMENTS
...........................
276
A
2.3
CALCULATED
SATURATION
INDICES
FROM
ADVECTION
EXPERIMENTS
........................
279
A
2.4
POTENTIAL
EQUILIBRIUM
PHASES
IN
MODELLING
WITH
PHREEQC
.........................
286
A
2.5
TRANSLATION
OF
LOGK
FROM
CEMDATA07.DAT
TO
THEREDA
...............................
288
A
2.6
MODELLED
CONCENTRATIONS
CASCADE
EXPERIMENT
-
SOREL
CONCRETE
-
AI
/
NACI
SOLUTION
...................................................................................................
290
A
2.7
MODELLED
CONCENTRATIONS
CASCADE
EXPERIMENT
-
SALT
CONCRETE
/
MGCI
2
SOLUTION
.......................................................................................
291
A
3
CALCULATION
OF
PC
.........................................................................................
292
V
|
| any_adam_object | 1 |
| author | Jantschik, Kyra Czaikowski, Oliver Hertes, Uwe Meyer, Thorsten |
| author_facet | Jantschik, Kyra Czaikowski, Oliver Hertes, Uwe Meyer, Thorsten |
| author_role | aut aut aut aut |
| author_sort | Jantschik, Kyra |
| author_variant | k j kj o c oc u h uh t m tm |
| building | Verbundindex |
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| genre | (DE-588)4155043-2 Forschungsbericht gnd-content |
| genre_facet | Forschungsbericht |
| id | DE-604.BV045103925 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T18:18:08Z |
| institution | BVB |
| isbn | 9783946607786 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030494443 |
| oclc_num | 1047451382 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-12 |
| owner_facet | DE-91 DE-BY-TUM DE-12 |
| physical | V, 294 Seiten Illustrationen, Diagramme |
| publishDate | 2018 |
| publishDateSearch | 2018 |
| publishDateSort | 2018 |
| publisher | GRS |
| record_format | marc |
| series | GRS |
| series2 | GRS |
| spellingShingle | Jantschik, Kyra Czaikowski, Oliver Hertes, Uwe Meyer, Thorsten Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt GRS |
| subject_GND | (DE-588)4155043-2 |
| title | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt |
| title_auth | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt |
| title_exact_search | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt |
| title_full | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt Kyra Jantschik [und 5 weitere] |
| title_fullStr | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt Kyra Jantschik [und 5 weitere] |
| title_full_unstemmed | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt Kyra Jantschik [und 5 weitere] |
| title_short | Development of chemical-hydraulic models for the prediction of long-term sealing capacity of concrete-based sealing materials in rock salt |
| title_sort | development of chemical hydraulic models for the prediction of long term sealing capacity of concrete based sealing materials in rock salt |
| topic_facet | Forschungsbericht |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=030494443&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV008889593 |
| work_keys_str_mv | AT jantschikkyra developmentofchemicalhydraulicmodelsforthepredictionoflongtermsealingcapacityofconcretebasedsealingmaterialsinrocksalt AT czaikowskioliver developmentofchemicalhydraulicmodelsforthepredictionoflongtermsealingcapacityofconcretebasedsealingmaterialsinrocksalt AT hertesuwe developmentofchemicalhydraulicmodelsforthepredictionoflongtermsealingcapacityofconcretebasedsealingmaterialsinrocksalt AT meyerthorsten developmentofchemicalhydraulicmodelsforthepredictionoflongtermsealingcapacityofconcretebasedsealingmaterialsinrocksalt |
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Bibliotheksmagazin
| Signatur: |
0001 2018 B 1311 Lageplan |
|---|---|
| Exemplar 1 | Ausleihbar Am Standort |