Verfügbarkeit: Geomechanical analysis of the sealing system

Geomechanical analysis of the sealing system: technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)

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Hauptverfasser:	Mingliang, Xie (VerfasserIn), Herbert, Horst-Jürgen (VerfasserIn)
Format:	Buch
Sprache:	English
Veröffentlicht:	Köln ; Garching b. München ; Berlin ; Braunschweig GRS 2012
Schriftenreihe:	GRS 308
Online-Zugang:	Inhaltsverzeichnis
Beschreibung:	Förderkennzeichen UM 10 A 03200
Beschreibung:	V, 309 30 cm
ISBN:	9783939355878 9783939355885

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MARC


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Datensatz im Suchindex

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adam_text	TABLE OF CONTENT 1 INTRODUCTION.................................................................................................1 2 TASK DEFINITION........................................................................................... 3 2.1 SCENARIOS AND PROCESSES.............................................................................3 2.2 MATERIALS AND SOLUTIONS................................................................................4 2.2.1 SOLID MATERIALS............................................................................................. 4 2.2.2 SOLUTIONS...................................................................................................... 9 2.3 GENERAL ASSUMPTIONS................................................................................. 11 2.4 MAIN TASKS..................................................................................................12 3 GEOCHEMICAL SIMULATORS AND DATABASES ............................................... 17 4 THEORETICAL BACKGROUND OF CONCRETE CORROSION....................................21 5 SIMULATED RESULTS..................................................................................... 23 5.1 RAIN WATER SERIAL.........................................................................................23 5.1.1 CASE R 1 .................................................................................................... 23 5.1.2 CASE R 2 .................................................................................................... 26 5.1.3 CASE R 3 .................................................................................................... 29 5.1.4 CASE R 4 .................................................................................................... 31 5.1.5 CASE R 5 .................................................................................................... 33 5.1.6 CASE R 6 .................................................................................................... 35 5.2 GIPSHUT-SOLUTION SERIAL ............................................................................... 38 5.2.1 CASE G 1.................................................................................................... 39 5.2.2 CASE G 2.................................................................................................... 40 5.2.3 CASE G 3.................................................................................................... 44 5.2.4 CASE G 4.................................................................................................... 46 5.2.5 CASE G 5.................................................................................................... 49 5.2.6 CASE G 6.................................................................................................... 51 5.3 IP9 SERIAL.................................................................................................... 53 5.3.1 CASE H 4 ..................................................................................................... 54 5.3.2 CASE H 5 ..................................................................................................... 56 5.3.3 CASE H 6 ..................................................................................................... 58 5.4 IP21 SERIAL................................................................................................... 60 5.5 CORRELATION OF MG2+ AND DISSOLUTION CAPACITY ............................................. 62 6 ESTIMATION OF MAXIMUM AMOUNT OF CORRODED CONCRETE ....................... 65 6.1 RAIN WATER CASE........................................................................................... 66 6.2 GIPSHUT-SOLUTION CASE.................................................................................67 7 CONCRETE CORROSION BY SHAFT SOLUTIONS..................................................69 7.1 SHAFT SOLUTIONS GATHERED ............................................................................ 69 7.2 SIMULATION CASES.........................................................................................70 7.3 SIMULATION RESULTS.......................................................................................70 7.3.1 IONIC EXCHANGE WITH BENTONITE.................................................................... 71 7.3.2 CONCRETE CORROSION BY Z30SM SERIAL..........................................................78 7.3.3 CONCRETE CORROSION BY Z3BK/BD SERIAL.......................................................79 7.3.4 CONCRETE CORROSION BY Z30S0 SERIAL..........................................................80 7.3.5 CONCRETE CORROSION BY Z2/Z3GRENZE SERIAL ................................................ 81 7.3.6 DISCUSSION.................................................................................................. 82 8 GEOCHEMICAL SIMULATION FOR SOREL CONCRETE PROTECTION BY ADDING BISCHOFITE PRODUCT....................................................................................85 8.1 MATERIALS AND SOLUTIONS................................................................................ 85 8.2 GEOCHEMICAL SIMULATIONS............................................................................86 9 DISCUSSION................................................................................................ 89 10 CONCLUSIONS.............................................................................................. 93 11 ACKNOWLEDGEMENTS...................................................................................95 REFERENCES................................................................................................ 97 LIST OF FIGURES 101 LIST OF TABLES..........................................................................................105 A APPENDIX................................................................................................. 109 A.1 APPENDIX 1: CHEMICAL COMPOSITION OF BISCHOFITE......................................109 A.2 APPENDIX 2: DATABASE FOR EQ3/6 CALCULATION ............................................ I L L A.3 APPENDIX 3: NAGRA-PSI DATABASE FOR PHREEQC..................................247 A.4 APPENDIX 4: IP9 CALCULATION.......................................................................301 A.5 APPENDIX 5: IP21 CALCULATION.....................................................................303 A.6 APPENDIX 6: ANALYTICAL CHEMICAL COMPOSITION OF SALT SOLUTIONS ZSOSM, Z3BK/BD, Z30SO AND Z2/Z3GRENZE COLLECTED IN THE SHAFTS (BASED ON /HAM 2011/............................................................................ 305 A.7 APPENDIX 7: GEOLOGICAL PROFILE OF THE GORLEBEN SHAFTS..............................309
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author	Mingliang, Xie Herbert, Horst-Jürgen
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ctrlnum	(OCoLC)911136137 (DE-599)DNB1066499144
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institution	BVB
isbn	9783939355878 9783939355885
language	English
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spelling	Mingliang, Xie Verfasser aut Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG) Köln ; Garching b. München ; Berlin ; Braunschweig GRS 2012 V, 309 30 cm txt rdacontent n rdamedia nc rdacarrier GRS 308 Förderkennzeichen UM 10 A 03200 Herbert, Horst-Jürgen Verfasser aut GRS 308 (DE-604)BV008889593 308 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028041429&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle	Mingliang, Xie Herbert, Horst-Jürgen Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG) GRS
title	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_auth	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_exact_search	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_full	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_fullStr	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_full_unstemmed	Geomechanical analysis of the sealing system technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
title_short	Geomechanical analysis of the sealing system
title_sort	geomechanical analysis of the sealing system technical report to work package 9 1 2 preliminary safety case of the gorleben site vsg
title_sub	technical report to work package 9.1.2 ; preliminary safety case of the Gorleben site (VSG)
url	http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028041429&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
volume_link	(DE-604)BV008889593
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