Slope instability:
Saved in:
| Format: | Book |
|---|---|
| Language: | English |
| Published: |
Chichester u.a.
Wiley
1984
|
| Series: | Landscape systems
A Wiley-interscience publication |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XXV, 620 S. Ill., graph. Darst. |
| ISBN: | 0471903485 |
Staff View
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| adam_text | Titel: Slope instability
Autor: Brunsden, Denys
Jahr: 1984
Contents
Series Preface .............................................. xvii
Preface.................................................... xix
Acknowledgements.......................................... xxi
Chapter 1 Strategies for Classification of Landslides............. 1
Moira J. Hansen
1.1 Introduction.......................................... 1
1.2 Terminology.......................................... 2
1.2.1 Bedrock ....................................... 3
1.2.2 Soil ........................................... 4
1.2.3 Creep.......................................... 4
1.2.4 Falls........................................... 4
1.2.5 Slides.......................................... 4
1.2.6 Flows.......................................... 4
1.3 Classifications......................................... 5
1.4 Basic discriminating factors............................. 8
1.4.1 Age of movement............................... 8
1.4.2 Degree of activity............................... 8
1.4.3 Geographic type................................ 8
1.4.4 Geographic location............................. 9
1.4.5 Climatic type................................... 9
1.4.6 Type and size of material moved.................. 10
1.4.7 Underlying geology.............................. 11
1.4.8 Type of movement.............................. 14
1.4.9 Velocity of movement........................... 15
1.4.10 Water content, air or ice......................... 16
1.4.11 Causes of movement and triggering mechanisms .... 16
ix
x Contents
1.4.12 Morphology of deposited material and of failure
surface ........................................ 18
1.4.13 Geotechnical properties.......................... 23
1.5 Conclusions .......................................... 23
Chapter 2 Properties and Behaviours of Soils Relevant to Slope
Instability ................................................. 27
C. Kenney
2.1 Introduction.......................................... 27
2.2 Soil composition...................................... 27
2.3 Phase relationships.................................... 29
2.4 Inherent properties of soils and minerals................. 32
2.4.1 Mineralogy..................................... 32
2.4.2 Particle-size distribution ......................... 34
2.4.3 Plasticity and activity............................ 36
2.5 Fluid flow and the principle of effective stress ............ 39
2.5.1 Head and pressure.............................. 39
2.5.2 Principle of effective stress....................... 41
2.5.3 Permeability.................................... 43
2.5.4 Flow nets...................................... 45
2.6 Compressibility and stress history of soil................. 49
2.7 Shear strength ........................................ 52
2.7.1 Friction: basic strength property.................. 53
2.7.2 Effective-stress shear strength properties of sands ... 55
2.7.3 Triaxial compression test......................... 58
2.7.4 Effective-stress shear strength properties of clays .... 61
2.7.5 Undrained shear strength ........................ 63
Chapter 3 Ground Investigation, Sampling and Testing for
Studies of Slope Instability................................... 67
D. J. Petley
3.1 Introduction.......................................... 67
3.2 Ground investigation.................................. 68
3.2.1 Introduction.................................... 68
3.2.2 Aims of ground investigation..................... 68
3.2.3 Organization of ground investigation.............. 69
3.3 Sampling............................................. 77
3.3.1 Introduction.................................... 77
3.3.2 Sampling in soils................................ 77
3.3.3 Sampling of rocks............................... 81
3.4 Laboratory testing..................................... 81
3.4.1 Introduction.................................... 81
3.4.2 Measurement of shearing resistance of soils........ 81
Contents xi
3.4.3 Shear box tests............................•..... 82
3.4.4 Triaxial tests ................................... 84
3.4.5 Measurement of residual shear strength............ 85
3.4.6 Difficulties in laboratory measurements of the shear
strength of soils................................. 89
3.4.7 Shear strength of rocks.......................... 91
3.5 In situ testing of soils and rocks ........................ 93
3.5.1 Introduction.................................... 93
3.5.2 In situ tests in clays............................. 93
3.5.3 In situ tests in sands............................. 97
3.5.4 In situ tests in rock ............................. 97
Chapter 4 Field Assessment of Slope Instability................. 103
M. J. Crozier
4.1 Introduction.......................................... 103
4.2 Stability assessment.................................... 103
4.2.1 Stability criteria................................. 104
4.2.2 Classification of stability criteria.................. 104
4.3 Recognition of instability............................... 121
4.3.1 Identification of landslides....................... 121
4.3.2 Identification of potential instability............... 137
4.4 Conclusions .......................................... 140
Chapter 5 Slope Instrumentation and Monitoring............... 143
J. A. Franklin
5.1 Introduction.......................................... 143
5.1.1 Remedial works to stabilize an active landslip...... 144
5.1.2 Precautionary monitoring where critical slopes could
become unstable................................ 146
5.2 Types of instrument................................... 148
5.2.1 Movement monitoring........................... 148
5.2.2 Groundwater instrumentation..................... 158
5.2.3 Soil and rock pressures and loads on supports...... 161
5.2.4 Monitoring of ground vibrations.................. 164
5.3 Planning and design of the monitoring system............ 164
5.3.1 Preliminary studies.............................. 165
5.3.2 Instrument selection and locations ................ 165
5.3.3 Installation and readings......................... 166
Chapter 6 Methods of Stability Analysis....................... 171
J. Graham
6.1 Introduction.......................................... 171
6.2 Historical Development................................ 172
xii Contents
6.3 Introductory Analysis.................................. 174
6.3.1 Infinite slope analysis............................ 175
6.3.2 4 n = 0 analysis ................................ 177
6.3.3 Ordinary slices method......................... 179
6.3.4 Sliding block analysis............................ 18°
6.4 General statement of limit equilibrium of the slices method 183
6.5 Safety factor.......................................... 184
6.6 General development of safety factor equations........... 186
6.6.1 Simplified Bishop s method....................... 189
6.6.2 Janbu s simplified method........................ 191
6.6.3 Janbu s rigorous method......................... 192
6.6.4 Spencer s method............................... 193
6.6.5 Morgenstern-Price method ...................... 194
6.6.6 Comparison of the various methods............... 197
6.7 Library solutions...................................... 199
6.7.1 The Taylor (1948) solution....................... 199
6.7.2 Bishop and Morgenstern (1960)................... 201
6.7.3 Computer methods.............................. 203
6.8 Discussion and conclusions............................. 206
6.8.1 First-time slides in intact clays.................... 207
6.8.2 Movements on pre-existing failure surfaces......... 208
6.8.3 Rolled-filled embankments ....................... 208
6.8.4 River banks in sensitive clays..................... 209
6.8.5 River banks in varved plastic clays................ 209
6.8.6 Permanent cuttings in stiff fissured clays........... 209
6.8.7 Progressive failures in stiff clays and clay shales .... 210
6.8.8 Embankments on soft ground.................... 210
6.9 Conclusions .......................................... 211
Chapter 7 Rockfalls......................................... 217
W. B. Whalley
7.1 Introduction.......................................... 217
7.2 Problems of definition................................. 217
7.2.1 Morphology and materials ....................... 220
7.3 Previous geomorphological studies....................... 222
7.3.1 Qualitative descriptions and catalogues............ 223
7.3.2 Engineering geological aspects of rockfalls......... 224
7.3.3 Quantitative data .. :............................ 225
7.3.4 Magnitude-frequency inferences from rockfall data . 227
7.4 Rockfall as a weathering process........................ 230
7.4.1 Freeze-thaw.................................... 231
7.4.2 Crack propagation.............................. 234
Contents xiii
7.4.3 Exfoliation and parallel jointing.................. 236
7.5 Approaches through rock mechanics..................... 238
7.5.1 Progressive failure of slopes and rock falls.......... 238
7.5.2 The role of water in cliff instability............... 239
7.6 Localised conditions on a rock face and mountain
morphology.......................................... 241
7.7 Rockfall control by environmental factors................ 245
7.8 Conclusions .......................................... 247
Chapter 8 Debris Flow ...................................... 257
A. M. Johnson with contributions by J. R. Rodine
8.1 Introduction.......................................... 257
8.2 Morphologic features of debris-flow deposits ............. 263
8.2.1 Introduction.................................... 263
8.2.2 West arm of 1917 Surprise Canyon debris-flow deposit 266
8.2.3 Debris-flow deposits at Klare Springs.............. 274
8.3 Properties of debris.................................... 277
8.4 Field methods of estimating properties of debris.......... 290
8.4.1 Introduction.................................... 290
8.4.2 Measurement of density.......................... 292
8.4.3 Measurement of shear strength k.................. 292
8.4.4 Measurement of cohesion C and friction f ........ 297
8.4.5 Discussion of measurements of strength parameters . 299
8.4.6 Measurement of shear strength k, viscosity /tb, and
flow rate of moving flows........................ 302
8.4.7 Calculation of mean velocity of debris flow by 305
measuring tilt of flow............................ 310
8.4.8 Summary of methods............................ 311
8.5 Source areas and processes of initiation of debris flows .... 311
8.5.1 Introduction.................................... 311
8.5.2 Initiation by landsliding—single sources............ 318
8.5.3 Initiation by landsliding—multiple sources......... 329
8.5.4 Initiation by firehose effect ...................... 331
8.5.5 Idealization of the mobilization processes.......... 333
8.6 Analysis of the potential for debris flow ................. 333
8.6.1 Introduction.................................... 335
8.6.2 Potential for debris flow.........................
8.6.3 Comparison of water contents of flowing debris
and in situ soil—the mobility index................ 341
8.6.4 Mobility indices for selected debris-flow source areas 347
8.6.5 Ability to estimate potential of debris flow......... 355
xiv Contents
Chapter 9 Mudslides ........................................ 363
D. Brunsden
9.1 Introduction.......................................... 363
9.2 Terminology.......................................... 363
9.3 Morphology.......................................... 366
9.3.1 Source......................................... 366
9.3.2 Track.......................................... 372
9.3.3 Accumulation zone.............................. 377
9.4 Mudslide materials and geotechnical properties............ 383
9.5 The nature of mudslide movements...................... 387
9.5.1 Measurement................................... 387
9.5.2 Surface movements.............................. 387
9.5.3 Edge displacement .............................. 397
9.5.4 Sub-surface measurement........................ 399
9.6 Movement patterns-results............................. 401
9.6.1 Velocities...................................... 401
9.6.2 Edge displacements.............................. 401
9.6.3 Sub-surface profiles ............................. 403
9.6.4 Temporal patterns............................... 407
9.7 Mechanisms of mudslide movements..................... 410
Chapter 10 Submarine Slope Instability........................ 419
D. B. Prior and J. M. Coleman
10.1 Introduction......................................... 419
10.2 Early concepts....................................... 420
10.3 Modern sea floor survey methods ...................... 421
10.3.1 Navigation................................... 422
10.3.2 Echo-sounding................................ 422
10.3.3 Side-scan sonar............................... 422
10.3.4 Continuous seismic profiling.................... 425
10.4 Types of instability................................... 426
10.4.1 Submarine falls............................... 427
10.4.2 Slides........................................ 427
10.4.3 Flows........................................ 432
10.5 Factors responsible for submarine slope instability........ 439
10.5.1 Stresses...................................... 440
10.5.2 Sediment strength............................. 444
10.6 Magnitude and frequency considerations................ 447
10.7 Conclusions ......................................... 449
Chapter 11 Landslips in Sensitive Clays........................ 457
S. P. Bentley and I. J. Smalley
11.1 Introduction........................................ 457
Contents xv
11.2 Geotechnical properties .............................. 460
11.3 Mineralogy......................................... 462
11.4 Soil structure....................................... 463
11.5 Morphology........................................ 465
11.6 Failure mechanisms.................................. 466
11.6.1 Initial failure................................ 467
11.6.2 Rotational failure............................ 467
11.6.3 Earthflows.................................. 469
11.7 Frequency.......................................... 469
11.8 Geochemical processes relating to sensitivity............ 470
11.9 Geological factors relating to landslips in sensitive clay .. 474
11.10 Stabilization and hazard-zone mapping................. 475
11.11 The St. Jean Vianney landslide of 4 May 1971.......... 476
11.11.1 Geological features of the site................ 478
11.11.2 An ancient landslide at St. Jean Vianney...... 479
11.11.3 Geotechnical properties...................... 479
11.11.4 Meteorological data......................... 481
11.11.5 Pre-slide events............................. 481
11.11.6 The landslide............................... 484
11.11.7 Final state of the crater...................... 484
11.11.8 Summary.................................. 485
Chapter 12 Flowslides....................................... 491
W. Colin Rouse
12.1 Morphology and description.......................... 491
12.2 Materials: properties and resulting structures............ 492
12.3 Mechanics of failure................................. 496
12.4 Pattern and rates of movement ....................... 504
12.5 Case study: Blackhawk, USA......................... 510
12.5.1 Morphology................................. 511
12.5.2 Internal structure ............................ 512
12.5.3 Mechanics of the Blackhawk flowslide.......... 513
12.6 Importance of flowslides ............................. 516
Chapter 13 Landslide Hazard Analysis......................... 523
A. Hansen
13.1 Introduction: natural hazards......................... 523
13.2 General considerations............................... 527
13.3 Hazard and risk probabilities......................... 530
13.4 Data sources for background information.............. 532
13.5 Data collection...................................... 535
13.5.1 Parameters.................................. 535
13.5.2 Geomorphological or grid units................ 537
xvi Contents
13.5.3 Checklists, inventories and data banks.......... 539
13.6 Outline of methods of analysis........................ 543
13.7 Direct mapping ..................................... 545
13.7.1 Inventory maps.............................. 545
13.7.2 Geomorphological maps...................... 547
13.7.3 Maps of linear constructions .................. 563
13.7.4 Mapping proofs of stability................... 564
13.8 Indirect mapping.................................... 564
13.8.1 Land systems................................ 565
13.8.2 Landslide isopleths........................... 565
13.8.3 Multivariate analysis: simple statistical techniques 568
13.8.4 Multivariate complex statistical techniques...... 584
13.9 Present trends in landslide hazard analysis.............. 588
13.10 Responses to the landslide hazard..................... 590
13.10.1 Consequences of failures..................... 591
13.10.2 Pre-failure strategies......................... 592
Subject Index............................................... 603
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| genre | (DE-588)4143413-4 Aufsatzsammlung gnd-content |
| genre_facet | Aufsatzsammlung |
| id | DE-604.BV000214612 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T15:10:31Z |
| institution | BVB |
| isbn | 0471903485 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-000126984 |
| oclc_num | 9943764 |
| open_access_boolean | |
| owner | DE-12 DE-384 DE-703 DE-739 DE-824 DE-29 DE-634 DE-83 DE-188 DE-M490 |
| owner_facet | DE-12 DE-384 DE-703 DE-739 DE-824 DE-29 DE-634 DE-83 DE-188 DE-M490 |
| physical | XXV, 620 S. Ill., graph. Darst. |
| psigel | TUB-nseb |
| publishDate | 1984 |
| publishDateSearch | 1984 |
| publishDateSort | 1984 |
| publisher | Wiley |
| record_format | marc |
| series2 | Landscape systems A Wiley-interscience publication |
| spelling | Slope instability ed. by Denys Brunsden ... Chichester u.a. Wiley 1984 XXV, 620 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Landscape systems A Wiley-interscience publication Geomorfologie gtt Hellingen gtt Mouvements de masse (Mécanique des sols) Pentes (Mécanique des sols) Mass-wasting Slopes (Physical geography) Böschung (DE-588)4007521-7 gnd rswk-swf Hangboden (DE-588)4159075-2 gnd rswk-swf Rutschung (DE-588)4178780-8 gnd rswk-swf Massenbewegung Geomorphologie (DE-588)4169027-8 gnd rswk-swf Instabilität (DE-588)4139195-0 gnd rswk-swf Hang (DE-588)4023336-4 gnd rswk-swf (DE-588)4143413-4 Aufsatzsammlung gnd-content Hang (DE-588)4023336-4 s Massenbewegung Geomorphologie (DE-588)4169027-8 s DE-604 Böschung (DE-588)4007521-7 s Instabilität (DE-588)4139195-0 s Rutschung (DE-588)4178780-8 s Hangboden (DE-588)4159075-2 s DE-188 Brunsden, Denys 1936- Sonstige (DE-588)109054792 oth HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=000126984&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Slope instability Geomorfologie gtt Hellingen gtt Mouvements de masse (Mécanique des sols) Pentes (Mécanique des sols) Mass-wasting Slopes (Physical geography) Böschung (DE-588)4007521-7 gnd Hangboden (DE-588)4159075-2 gnd Rutschung (DE-588)4178780-8 gnd Massenbewegung Geomorphologie (DE-588)4169027-8 gnd Instabilität (DE-588)4139195-0 gnd Hang (DE-588)4023336-4 gnd |
| subject_GND | (DE-588)4007521-7 (DE-588)4159075-2 (DE-588)4178780-8 (DE-588)4169027-8 (DE-588)4139195-0 (DE-588)4023336-4 (DE-588)4143413-4 |
| title | Slope instability |
| title_auth | Slope instability |
| title_exact_search | Slope instability |
| title_full | Slope instability ed. by Denys Brunsden ... |
| title_fullStr | Slope instability ed. by Denys Brunsden ... |
| title_full_unstemmed | Slope instability ed. by Denys Brunsden ... |
| title_short | Slope instability |
| title_sort | slope instability |
| topic | Geomorfologie gtt Hellingen gtt Mouvements de masse (Mécanique des sols) Pentes (Mécanique des sols) Mass-wasting Slopes (Physical geography) Böschung (DE-588)4007521-7 gnd Hangboden (DE-588)4159075-2 gnd Rutschung (DE-588)4178780-8 gnd Massenbewegung Geomorphologie (DE-588)4169027-8 gnd Instabilität (DE-588)4139195-0 gnd Hang (DE-588)4023336-4 gnd |
| topic_facet | Geomorfologie Hellingen Mouvements de masse (Mécanique des sols) Pentes (Mécanique des sols) Mass-wasting Slopes (Physical geography) Böschung Hangboden Rutschung Massenbewegung Geomorphologie Instabilität Hang Aufsatzsammlung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=000126984&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT brunsdendenys slopeinstability |