Rock mechanics based on an anisotropic jointed rock model (AJRM):
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin
Ernst
2014
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| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 875 S. zahlr. Ill., graph. Darst., Kt. |
| ISBN: | 9783433030790 9783433604304 |
Internformat
MARC
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| 100 | 1 | |a Wittke, Walter |d 1934- |e Verfasser |0 (DE-588)105965391 |4 aut | |
| 245 | 1 | 0 | |a Rock mechanics based on an anisotropic jointed rock model (AJRM) |c Walter Wittke |
| 264 | 1 | |a Berlin |b Ernst |c 2014 | |
| 300 | |a XIV, 875 S. |b zahlr. Ill., graph. Darst., Kt. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
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Datensatz im Suchindex
| _version_ | 1804150650581286912 |
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| adam_text | TABLE OF CONTENTS
PREFACE V
1 INTRODUCTION 1
PART A: FUNDAMENTALS
AND MODELS
2 STRUCTURE OF ROCK
5
2.1 INTRODUCTION 5
2.2 ROCK GROUPS 5
2.3 INTACT ROCK 7
2.4 FAULTS 12
2.5 FOLDS 13
2.6 DISCONTINUITIES 15
2.7 ROCK MASS 17
2.7.1 EXAMPLES 17
2.7.2 DESCRIPTION OF DISCONTINUITIES 22
2.7.3 STRUCTURAL MODELS 32
3 STRESS-STRAIN BEHAVIOR OF JOINTED ROCK
39
3.1 INTRODUCTION 39
3.2 INTACT ROCK 39
3.2.1 ELASTIC BEHAVIOR 39
3.2.2 STRENGTH AND FAILURE CRITERIA 46
3.2.3 POST-FAILURE BEHAVIOR 53
3.2.4 INTACT ROCKS WITH DEVIATIONS FROM ELASTIC-VISCOPLASTIC
STRESS-STRAIN BEHAVIOR 57
3.3 DISCONTINUITIES 58
3.3.1 TYPES OF DISCONTINUITIES 58
3.3.2 STRESS-DISPLACEMENT BEHAVIOR OF DISCONTINUITIES LOADED
BY A NORMAL COMPRESSIVE STRESS 58
3.3.3 STRENGTH AND FAILURE CRITERIA 60
3.3.4 STRESS-DISPLACEMENT BEHAVIOR OF DISCONTINUITIES LOADED
BY A NORMAL STRESS AND A SHEAR STRESS 74
3.4 ROCK MASS 75
3.4.1 DISCRETE MODEL 75
3.4.2 HOMOGENEOUS MODEL 77
3.4.3 COMBINATION OF THE HOMOGENEOUS MODEL WITH DISCRETE
MODELS OF INDIVIDUAL DISCONTINUITIES 89
4 SQUEEZING ROCK 91
4.1 INTRODUCTION 91
4.2 PHENOMENON 93
HTTP://D-NB.INFO/1042300313
VIII
TABLE OF CONTENTS
4.3 YIELDING SUPPORT 93
4.4 CONVERGENCE-CONFINEMENT METHOD 97
4.5 EXAMPLE OF A TUNNEL IN SQUEEZING ROCK 99
4.5.1 STATEMENT OF PROBLEM, ANALYSIS MODEL, PARAMETERS AND
ANALYZED CASES 99
4.5.2 REFERENCE CASE , 103
4.5.3 INFLUENCE OF RESIDUAL STRENGTH 106
4.5.4 INFLUENCE OF DISCONTINUITIES 107
4.5.5 INFLUENCE OF SUPPORTING PRESSURE 109
4.5.6 CONCLUSIONS 113
5 ROCK SALT
115
5.1 INTRODUCTION 115
5.2 STRESS-STRAIN BEHAVIOR 115
5.3 VALIDATION OF MODEL 124
6 PERMEABILITY AND SEEPAGE FLOW 127
6.1 INTRODUCTION 127
6.2 POROUS INTACT ROCK 128
6.2.1 POROSITY 128
6.2.2 DARCY S LAW AND PERMEABILITY 129
6.3 DISCONTINUITIES 131
6.3.1 LAMINAR FLOW 131
6.3.2 TURBULENT FLOW 136
6.4 ROCK MASS 138
6.4.1 DISCRETE MODEL 138
6.4.2 HOMOGENEOUS MODEL 139
6.4.3 SEEPAGE FORCE AND HYDROSTATIC UPLIFT 161
7 COUPLING OF STRESS-STRAIN BEHAVIOR AND SEEPAGE
FLOW
165
7.1 INTRODUCTION 165
7.2 PERMEABILITY OF A DISCONTINUITY AS A FUNCTION OF STRESS 168
7.2.1 PERMEABILITY OF A DISCONTINUITY AS A FUNCTION OF
NORMAL STRESS 168
7.2.2 PERMEABILITY OF A DISCONTINUITY AS A FUNCTION OF
NORMAL COMPRESSIVE STRESS AND SHEAR STRESS 170
7.3 ROCK MASS 173
7.3.1 DISCRETE MODEL 173
7.3.2 HOMOGENEOUS MODEL 173
8 SWELLING ROCK 181
8.1 INTRODUCTION 181
8.2 SWELLING MECHANISMS 185
8.3 WATER UPTAKE 188
8.4 SWELLING 191
8.5 COUPLED MODEL 193
TABLE OF
CONTENTS
IX
8.6 CHARACTERISTIC PARAMETERS OF THE GYPSUM KEUPER 196
8.7 GYPSUM KEUPER IN ITS NATURAL CONDITION 201
8.8 CALIBRATION OF MODEL 202
9 ROCK MASS IN-SITU STRESS 209
9.1 INTRODUCTION 209
9.2 STRESSES DUE TO GRAVITY 209
9.2.1 HORIZONTAL GROUND SURFACE 209
9.2.2 INFLUENCE OF TOPOGRAPHY 213
9.3 TECTONIC STRESSES 215
9.4 STRESSES DUE TO PRE-LOADING AND SUBSEQUENT UNLOADING 219
9.5 RESIDUAL STRESSES 221
9.6 EFFECT OF ROCK MASS INHOMOGENEITY 221
PART B: ANALYSIS AND DESIGN METHODS
10 FINITE ELEMENT METHOD (FEM) 225
10.1 INTRODUCTION 225
10.2 THE PRINCIPLE OF FEM 225
10.3 ELEMENT TYPES 232
10.3.1 THREE-DIMENSIONAL ISOPARAMETRIC ELEMENTS 232
10.3.2 TRUSS ELEMENTS 234
10.3.3 SPRING ELEMENTS 234
10.4 COMPUTATION SECTION 235
10.5 STRESS-STRAIN ANALYSES 238
10.5.1 BOUNDARY CONDITIONS 238
10.5.2 SIMULATION OF CONSTRUCTION STAGES 246
10.5.3 EVALUATION OF STRESS RESULTANTS 252
10.5.4 SIMULATION OF SUPPORT MEASURES 254
10.5.5 REPRESENTATION OF RESULTS 259
10.5.6 EXAMPLES 269
10.6 SEEPAGE FLOW ANALYSES 276
10.6.1 BOUNDARY CONDITIONS 276
10.6.2 REPRESENTATION OF RESULTS 279
10.6.3 EXAMPLE 279
10.7 FEM PROGRAM SYSTEMS AND RELATED MODULES PROVIDED BY WBI 283
10.7.1 PROGRAM SYSTEM FEST03 283
10.7.2 PROGRAM SYSTEM HYD03 285
11 STABILITY OF ROCK WEDGES AND EXCAVATION SURFACES 287
11.1 INTRODUCTION 287
11.2 POTENTIAL FAILURE MODES OF ROCK WEDGES 287
11.3 STABILITY OF ROCK WEDGES AGAINST SLIDING 290
11.3.1 TWO-DIMENSIONAL ROCK WEDGES 290
11.3.2 THREE-DIMENSIONAL ROCK WEDGES 308
X TABLE OF CONTENTS
11.4 STABILITY OF ROCK WEDGES AGAINST ROTATION 319
11.5 STABILITY OF MULTIPLE ROCK BLOCKS 325
11.6 STABILITY OF ROCK COLUMNS AND
LAYERS AGAINST BUCKLING 327
12 DESIGN METHODS 331
12.1 INTRODUCTION 331
12.2 DESIGN BASED ON ROCK MECHANICAL MODELS 331
12.3 DESIGN METHODS BASED ON THE ASSESSMENT OF THE ROCK MASS BEHAVIOR...
334
12.4 DESIGN BASED ON CLASSIFICATION SYSTEMS 334
12.5 FLAWS AND DEFICIENCIES OF CLASSIFICATION SYSTEMS 340
12.6 CASE HISTORY ROAD TUNNEL OSTERFELD 346
12.7 CONCLUSIONS 349
PART C: EXPLORATION, TESTING AND MONITORING
13 SITE INVESTIGATION 353
13.1 INTRODUCTION 353
13.2 EVALUATION OF DOCUMENTS 353
13.3 ROCK EXPOSURES 356
13.4 TEST PITS 356
13.5 BOREHOLES 357
13.5.1 CORE DRILLING 357
13.5.2 OBSERVATION OF BOREHOLE WALLS 365
13.5.3 BOREHOLE DIRECTION 368
13.5.4 GEOPHYSICAL LOGGING 369
13.6 EXPLORATION ADITS AND SHAFTS 372
13.7 TEST EXCAVATIONS 374
13.8 EXPLORATION DURING CONSTRUCTION 374
13.9 MAPPING OF ROCK SURFACES 376
13.9.1 MAPPING TECHNIQUES 376
13.9.2 MAPPING EVALUATION 387
13.10 EVALUATION OF A STRUCTURAL MODEL 397
14 LABORATORY TESTS 403
14.1 INTRODUCTION 403
14.2 PETROGRAPHIC INVESTIGATIONS 403
14.3 WATER CONTENT, DENSITY, POROSITY AND RELATED PROPERTIES 404
14.4 DEFORMABILITY AND STRENGTH OF INTACT ROCK 408
14.4.1 UNIAXIAL COMPRESSION TEST 408
14.4.2 TRIAXIAL COMPRESSION TEST 416
14.4.3 BRAZILIAN TEST 422
14.4.4 OTHER TESTS 424
14.5 SHEAR STRENGTH OF DISCONTINUITIES 434
14.6 SWELLING 439
14.7 SLAKE DURABILITY AND DISINTEGRATION RESISTANCE 444
14.8 ABRASIVENESS 446
TABLE OF CONTENTS
XI
15 FIELD TESTS
451
15.1 INTRODUCTION 451
15.2 BOREHOLE EXPANSION TESTS 451
15.2.1 ISOTROPIC ROCK MASS 451
15.2.2 TRANSVERSELY ISOTROPIC ROCK 460
15.3 PLATE LOADING TESTS 465
15.4 FLAT JACK TESTS 469
15.4.1 ISOTROPIC ROCK MASS 469
15.4.2 TRANSVERSELY ISOTROPIC ROCK MASS 473
15.5 TRIAXIAL TESTS 480
15.6 GALLERY TESTS 484
15.7 DIRECT SHEAR TESTS 485
15.8 PERMEABILITY TESTS 490
15.8.1 STANDARD PACKER TESTS (LUGEON TESTS) 490
15.8.2 OTHER METHODS OF PERMEABILITY TESTING 497
16 STRESS MEASUREMENTS
509
16.1 INTRODUCTION 509
16.2 STRESS RELIEF 510
16.2.1 TRIAXIAL CELLS 510
16.2.2 BOREHOLE DEFORMATION CELLS 518
16.2.3 DOORSTOPPER 521
16.2.4 CONICAL STRAIN CELL 522
16.2.5 BOREHOLE SLOTTER 523
16.2.6 BOREHOLE WALL STRESS RELIEF METHOD 524
16.3 STIFF INCLUSION 524
16.4 COMPENSATION METHOD 525
16.5 HYDRAULIC METHODS 527
16.5.1 HYDRAULIC FRACTURING (HF) 527
16.5.2 HYDRAULIC TESTING OF PRE-EXISTING FRACTURES (HTPF) 534
16.6 METHODS OF LARGE-SCALE IN-SITU STRESS DETERMINATION 535
16.7 CASE STUDIES 537
16.7.1 UNDERGROUND POWERHOUSE CAVERN 537
16.7.2 CONSTRUCTION PIT 542
16.8 THE WORLD STRESS MAP PROJECT - RESULTS OF STRESS MEASUREMENTS 548
17 MONITORING 553
17.1 INTRODUCTION 553
17.2 GEODETIC MEASUREMENTS 554
17.3 MONITORING OF VERTICAL DISPLACEMENTS ON THE GROUND SURFACE 556
17.4 MONITORING OF ROCK DISPLACEMENTS ALONG BOREHOLES 558
17.4.1 MONITORING OF DISPLACEMENTS PARALLEL TO THE BOREHOLE AXIS . . .
558
17.4.2 MONITORING OF DISPLACEMENTS NORMAL TO THE BOREHOLE AXIS . . . 565
17.4.3 THREE-DIMENSIONAL MONITORING OF DISPLACEMENTS ALONG
BOREHOLES 569
XII
TABLE OF CONTENTS
17.5 MONITORING OF RELATIVE DISPLACEMENTS BETWEEN ROCK SURFACES 570
17.6 PRESSURE MONITORING 572
17.7 ANCHOR FORCE MEASUREMENTS 576
17.8 MONITORING OF WATER
LEVEL AND WATER
PRESSURE 578
17.9 AUTOMATIC DATA ACQUISITION 579
17.10 EXAMPLES 581
17.10.1 MONITORING SECTION IN A TUNNEL 581
17.10.2 MONITORING PROGRAM FOR THE OBSERVATION OF A ROCK SLIDE 583
18 EVALUATION OF ROCK MECHANICAL PARAMETERS 587
18.1 GENERAL PROCEDURE 587
18.2 EXAMPLES 590
19 EXAMPLES OF TESTING AND MONITORING PROGRAMS 607
19.1 INTRODUCTION 607
19.2 URBAN RAILWAY STUTTGART, HASENBERG TUNNEL, CONSTRUCTION LOT 15,
EXPLORATION SHAFT AND ADITS 607
19.3 URBAN RAILWAY STUTTGART, CONSTRUCTION LOT 11,
EXPLORATION SHAFT AND ADIT 610
PART D: APPLICATIONS AND CASE HISTORIES
20 NATM TUNNELING
619
20.1 INTRODUCTION 619
20.2 FUNDAMENTALS OF THE NATM 619
20.2.1 EXCAVATION CLASSES 619
20.2.2 CONSTRUCTION OF THE SHOTCRETE MEMBRANE 621
20.2.3 SHOTCRETE 624
20.2.4 STEEL SETS 628
20.2.5 ROCK BOLTS 628
20.2.6 ADVANCING SUPPORT 634
20.3 TUNNELING UNDER STUTTGART AIRPORT RUNWAY 642
20.3.1 PROJECT 642
20.3.2 GROUND AND GROUNDWATER CONDITIONS 645
20.3.3 EXPERIENCE GAINED FROM OTHER TUNNELS LOCATED IN THE
LIAS A FORMATION 647
20.3.4 FUNDAMENTALS OF THE DESIGN 649
20.3.5 STABILITY ANALYSES 651
20.3.6 EXCAVATION AND SUPPORT 654
20.3.7 BACK ANALYSES OF MONITORING RESULTS 656
20.3.8 CONCLUSIONS 660
21 TBM TUNNELING 663
21.1 FUNDAMENTALS 663
21.1.1 INTRODUCTION 663
21.1.2 SHIELDED TBM 664
TABLE OF
CONTENTS
XIII
21.1.3 GRIPPER TBM 670
21.1.4 LINING CONCEPTS 673
21.2 STABILITY OF THE TEMPORARY FACE AND SHIELD DESIGN, EXAMPLE 674
21.2.1 PROJECT 674
21.2.2 GROUND AND GROUNDWATER CONDITIONS 675
21.2.3 PROJECT HISTORY 677
21.2.4 CONTRACT, TECHNOLOGY AND PROBLEMS 679
21.2.5 REASONS FOR THE DELAY AND COST INCREASE 680
21.2.6 MEASURES FOR IMPROVEMENT 683
21.2.7 CONCLUSIONS 688
21.3 SHIELD DESIGN, EXAMPLE 689
21.3.1 STATEMENT OF PROBLEM 689
21.3.2 INVESTIGATED CASES 690
21.3.3 SEEPAGE FLOW ANALYSIS, ASSUMPTIONS 691
21.3.4 STABILITY ANALYSES, ASSUMPTIONS AND COMPUTATION STEPS 692
21.3.5 ANALYSIS RESULTS 695
21.3.6 CONCLUSIONS 697
21.4 STABILITY AND PERMEABILITY CHANGES OF THE ROCK MASS IN THE MACHINE
AREA, EXAMPLE 698
21.5 DESIGN OF THE SEGMENTAL LINING, EXAMPLES 703
21.5.1 DESIGN OF THE SEGMENTAL LINING FOR FIVE MACHINE-DRIVEN
ROCK TUNNELS 703
21.5.2 LOADING AND BEDDING OF THE SEGMENTAL LINING 713
22 POWERHOUSE CAVERN ESTANGENTO-SALLENTE 725
22.1 PROJECT 725
22.2 SITE INVESTIGATION AND TESTING PRIOR TO CONSTRUCTION 729
22.2.1 SITE INVESTIGATION 729
22.2.2 DISCONTINUITIES 730
22.2.3 TESTING 731
22.3 LOCATION OF THE POWERHOUSE CAVERN 733
22.4 ROCK MECHANICAL MODEL 734
22.5 STABILITY ANALYSES 735
22.6 MONITORING PROGRAM 736
22.7 MAPPING AND MONITORING RESULTS DURING EXCAVATION OF VAULT 738
22.8 SUPPORT OF THE CAVERN WALLS 740
22.9 MAPPING AND MONITORING RESULTS DURING EXCAVATION OF BENCHES 742
22.10 BACK ANALYSES 750
22.11 CONCLUSIONS 752
23 TUNNELING IN SWELLING ROCK 753
23.1 INTRODUCTION 753
23.2 INFLUENCE OF THE ELEVATION OF THE ANHYDRITE SURFACE ON SWELLING
PRESSURE AND HEAVING 753
23.2.1 ANHYDRITE SURFACE ABOVE THE TUNNEL ROOF 753
23.2.2 ANHYDRITE SURFACE UNDERNEATH AND IN THE AREA OF THE TUNNEL
INVERT 756
XIV TABLE OF CONTENTS
23.2.3 ANHYDRITE SURFACE IN THE MIDDLE OF THE TUNNEL CROSS-SECTION . .
761
23.2.4 CONCLUSIONS 762
23.3 URBAN RAILWAY TUNNEL IN STUTTGART, CONSTRUCTION LOT 12 762
23.3.1 PROJECT 762
23.3.2 GROUND CONDITIONS 764
23.3.3 STABILITY ANALYSES FOR THE PHASE OF CONSTRUCTION 764
23.3.4 EXCAVATION OF THE TUNNEL 764
23.3.5 INTERNAL LINING 766
23.3.6 LONG-TERM STABILITY OF THE TUNNEL 767
23.3.7 RECOMMENDATIONS FOR THE CONSTRUCTION OF
TUNNELS IN
SWELLING ROCK 769
24 REHABILITATION OF URFT DAM
771
24.1 INTRODUCTION 771
24.2 PROJECT 771
24.3 REHABILITATION CONCEPT 774
24.4 SITE INVESTIGATION AND TESTING 775
24.4.1 PROGRAM 775
24.4.2 MASONRY DAM 776
24.4.3 FOUNDATION ROCK 781
24.5 REHABILITATION WORKS 786
24.5.1 OVERVIEW 786
24.5.2 INSPECTION GALLERIES 788
24.5.3 DRAINAGE 789
24.6 MONITORING 790
24.6.1 PROGRAM 790
24.6.2 TEMPERATURES 790
24.6.3 PORE PRESSURES AND QUANTITIES OF SEEPAGE WATER 791
24.6.4 DISPLACEMENTS 793
24.7 BACK ANALYSES 795
24.8 STABILITY PROOF 797
24.9 CONCLUSIONS 800
25 STABILIZATION OF A ROCK MASS SLIDE 803
25.1 ORIGINAL DESIGN 803
25.2 REVISED DESIGN 806
25.2.1 FURTHER EXPLORATIONS 806
25.2.2 STABILITY ANALYSES 807
25.2.3 INSTALLATION OF TENDONS AND DRAINAGE 807
25.2.4 MONITORING 811
25.3 BACK ANALYSIS OF MONITORING RESULTS 814
25.4 INSTALLATION OF ADDITIONAL TENDONS 817
25.5 LONG-TERM MONITORING 818
REFERENCES 819
INDEX 865
|
| any_adam_object | 1 |
| author | Wittke, Walter 1934- |
| author_GND | (DE-588)105965391 |
| author_facet | Wittke, Walter 1934- |
| author_role | aut |
| author_sort | Wittke, Walter 1934- |
| author_variant | w w ww |
| building | Verbundindex |
| bvnumber | BV041216021 |
| classification_rvk | TZ 9700 |
| classification_tum | GEO 323f |
| ctrlnum | (OCoLC)881256062 (DE-599)DNB1042300313 |
| discipline | Geowissenschaften Geologie / Paläontologie |
| format | Book |
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| id | DE-604.BV041216021 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T00:42:18Z |
| institution | BVB |
| isbn | 9783433030790 9783433604304 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026190650 |
| oclc_num | 881256062 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-706 DE-29 DE-83 DE-Aug4 |
| owner_facet | DE-91 DE-BY-TUM DE-706 DE-29 DE-83 DE-Aug4 |
| physical | XIV, 875 S. zahlr. Ill., graph. Darst., Kt. |
| publishDate | 2014 |
| publishDateSearch | 2014 |
| publishDateSort | 2014 |
| publisher | Ernst |
| record_format | marc |
| spelling | Wittke, Walter 1934- Verfasser (DE-588)105965391 aut Rock mechanics based on an anisotropic jointed rock model (AJRM) Walter Wittke Berlin Ernst 2014 XIV, 875 S. zahlr. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Felsbau (DE-588)4153971-0 gnd rswk-swf Gebirgsmechanik (DE-588)4126280-3 gnd rswk-swf Gebirgsmechanik (DE-588)4126280-3 s Felsbau (DE-588)4153971-0 s DE-604 Erscheint auch als Online-Ausgabe, EPUB 978-3-433-60429-8 Erscheint auch als Online-Ausgabe, MOBI 978-3-433-60428-1 Erscheint auch als Online-Ausgabe, PDF 978-3-433-60431-1 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026190650&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Wittke, Walter 1934- Rock mechanics based on an anisotropic jointed rock model (AJRM) Felsbau (DE-588)4153971-0 gnd Gebirgsmechanik (DE-588)4126280-3 gnd |
| subject_GND | (DE-588)4153971-0 (DE-588)4126280-3 |
| title | Rock mechanics based on an anisotropic jointed rock model (AJRM) |
| title_auth | Rock mechanics based on an anisotropic jointed rock model (AJRM) |
| title_exact_search | Rock mechanics based on an anisotropic jointed rock model (AJRM) |
| title_full | Rock mechanics based on an anisotropic jointed rock model (AJRM) Walter Wittke |
| title_fullStr | Rock mechanics based on an anisotropic jointed rock model (AJRM) Walter Wittke |
| title_full_unstemmed | Rock mechanics based on an anisotropic jointed rock model (AJRM) Walter Wittke |
| title_short | Rock mechanics based on an anisotropic jointed rock model (AJRM) |
| title_sort | rock mechanics based on an anisotropic jointed rock model ajrm |
| topic | Felsbau (DE-588)4153971-0 gnd Gebirgsmechanik (DE-588)4126280-3 gnd |
| topic_facet | Felsbau Gebirgsmechanik |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026190650&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT wittkewalter rockmechanicsbasedonananisotropicjointedrockmodelajrm |