Hillslope hydrology and stability:
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| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
New York [u.a.]
Cambridge Univ. Press
2013
|
| Edition: | 1. publ. |
| Subjects: | |
| Online Access: | Klappentext Inhaltsverzeichnis |
| Physical Description: | XXIV, 437 S. Ill., graph. Darst., Kt. |
| ISBN: | 9781107021068 |
Staff View
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Record in the Search Index
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| adam_text | Landslides occur when hillslopes become mechanically unstable,
because of meteorological and geologic processes, and pose a serious
threat to human environments in their proximity. The mechanical
balance within hillslopes is governed by two coupled physical
processes:
hydrologie
or subsurface flow and stress. The stabilizing
strength of hillslope materials depends on effective stress, which is
diminished by rainfall, increasing the risk of gravity destabilizing
the balance and causing a landslide.
This book presents a cutting-edge quantitative approach to
understanding hydro-mechanical processes in hillslopes, and to the
study and prediction of rainfall-induced landslides. Combining
geomorphology, hydrology, and geomechanics, it provides an
interdisciplinary analysis that integrates the mechanical and
hydrologie
processes governing landslide occurrences, across variably
saturated hillslope environments. Topics covered include a historic
synthesis of hillslope geomorphology and hydrology, total and
effective stress distributions, critical reviews of shear strength of
hillslope materials, and different bases for stability analysis.
Exercises and homework problems are provided for students to
engage with the theory in practice.
This is an invaluable resource for graduate students and researchers
in hydrology, geomorphology, engineering geology, geotechnical
engineering, and geomechanics, and also for professionals in the fields
of civil and environmental engineering, and natural hazard analysis.
Titel: Hillslope hydrology and stability
Autor: Lu, Ning
Jahr: 2013
Contents;
Foreword by Professor Dani Or page xiii
Preface xv
List of symbols xvii
Parti Introduction and state of the art i
1 Introduction 3
1.1 Landslide overview 3
1.2 Landslide classification 4
1.2.1 Landslide velocity 6
1.2.2 Illustration of landslide classification 9
1.3 Landslide occurrence 9
1.3.1 Landslide triggering mechanisms 9
1.3.2 Frequency and magnitude of landslide events 11
1.4 Socio-economic impacts of landslides 12
1.4.1 Types of costs 14
1.4.2 Historical examples of widespread landslide events
in North America 15
1.4.3 Direct economic loss in the San Francisco Bay region in 1997-8 15
1.5 Rainfall-induced landslides 16
1.5.1 Evidence of shallow landslide occurrence in the unsaturated zone 19
1.5.2 Role of precipitation characteristics in triggering shallow landslides 22
1.5.3 Role of infiltration and unsaturated flow within hillslopes 23
1.6 Scope and organization of the book 24
1.6.1 Why does rainfall cause landslides? 24
1.6.2 Organization of the book 24
1.7 Problems 25
2 Hillslope geomorphology 27
2.1 Hillslope hydrologie cycle 27
2.1.1 Global patterns of precipitation and evaporation 27
2.1.2 Orographic precipitation enhancement 32
2.1.3 Atmospheric rivers 32
2.1.4 Monsoons 33
2.1.5 Tropical cyclones 35
Contents
2.1.6 El Niño and La Niña 35
2.1.7 Trends in extreme precipitation 36
2.2 Topography 40
2.2.1 General topographic features 40
2.2.2 Digital landscapes 42
2.2.3 DEM methods for landslide analysis 43
2.3 Soil classification 43
2.3.1 Soil stratigraphy 43
2.3.2 Commonly used classification systems 45
2.4 Hillslope hydrology and stream flow generation 46
2.4.1 Runoff and infiltration 46
2.4.2 Subsurface flow processes and runoff generation 50
2.4.3 Subsurface stormflow 53
2.4.4 Subsurface stormflow and landslide initiation 55
2.5 Mechanical processes in hillslopes 56
2.5.1 Stress variation mechanisms 58
2.5.2 Strength reduction mechanisms 64
2.5.3 Combined change in stress and strength 66
2.6 Problems 69
Partii Hillslope hydrology 71
Steady infiltration 73
3.1 Water movement mechanisms 73
3.1.1 Introduction 73
3.1.2 Gravitational potential 75
3.1.3 Pressure potential 76
3.1.4 Osmotic potential 78
3.1.5 Water vapor potential 80
3.1.6 Chemical potential equilibrium principle in multi-phase media 81
3.1.7 Pressure profiles under hydrostatic conditions 83
3.2 Darcy s law 85
3.2.1 Darcy s experiments 85
3.2.2 Darcy s law in three-dimensional space 86
3.2.3 Hydraulic properties 87
3.3 Capillary rise 90
3.3.1 Height of capillary rise in soils 90
3.3.2 Rate of capillary rise in soils 91
3.4 Vapor flow 92
3.5 Vertical flow 93
3.5.1 One-layer system 93
3.5.2 Two-layer system 98
3.6 Hydrologie barriers 106
3.6.1 Flat capillary barriers 106
ix Contents
3.6.2 Dipping capillary barriers HO
3.6.3 Hydraulic barriers due to heterogeneity 112
3.7 Problems 114
4 Transient infiltration 117
4.1 Governing equation for transient water flow 117
4.1.1 Principle of mass conservation 117
4.1.2 Transient saturated flow 119
4.1.3 Richards equation for unsaturated flow 119
4.2 One-dimensional transient flow 122
4.2.1 Richards equation in hillslope setting 122
4.2.2 The Grcen-Ampt infiltration model 123
4.2.3 The Srivastava and Yeh infiltration model 128
4.3 Numerical solutions for multi-dimensional problems 131
4.4 Transient flow patterns in hillslopes 133
4.4.1 Controlling factors for flow direction 133
4.4.2 General conceptual model for wetting and drying states 137
4.4.3 Flow patterns under constant rainfall intensity 138
4.4.4 Flow patterns following the cessation of rainfall 143
4.4.5 Flow patterns resulting from a step-function in rainfall 146
4.4.6 Flow patterns resulting from transient rainfall 150
4.5 Summary of flow regimes in hillslopes 152
4.6 Problems 153
Partili Total and effective stress in hillslopes 157
5 Total stresses in hillslopes 159
5.1 Definitions of stress and strain 159
5.1.1 Definition of total stress 159
5.1.2 Definition of strain 162
5.1.3 Stress-strain relationship 163
5.2 Analysis and graphical representation of the state of stress 165
5.2.1 Mohr circle concept 165
5.2.2 Principal stresses 167
5.3 Force equilibrium equations 168
5.3.1 Equations of motion 168
5.3.2 Theory of linear elastostatics 169
5.4 Two-dimensional elastostatics 171
5.4.1 Navier s field equations in terms of displacement 171
5.4.2 Beltrami-MichelPs field equations in terms of stress 172
5.5 Total stress distribution in hillslopes 174
5.5.1 Savage s two-dimensional analytical solution 174
5.5.2 Finite-element solutions 179
5.6 Problems 213
Contents
2HI
Effective stress in soil 215
6.1 Terzaghi s and Bishop s effective stress theories 215
6.2 Coleman s independent stress variables theory 217
6.3 Lu et al. s suction stress theory 218
6.4 Unified effective stress representation 220
6.4.1 Unified effective stress principle 220
6.4.2 Experimental validation and determination of suction stress 224
6.4.3 Unified equation for effective stress 228
6.4.4 Validity of unified equation for effective stress 230
6.5 Suction stress profile in hillslopcs 232
6.5.1 Steady-state profiles in one dimension: single layer 232
6.5.2 Steady-state profiles in one dimension: multiple layers 234
6.5.3 Transient state suction stress profiles in one dimension:
single layer 238
6.6 Problems 241
Part IV Hillslope material properties 245
Strength of hillslope materials 247
7.1 Failure modes and failure criteria 247
7.1.1 Definition of strength 247
7.1.2 Stress-strain relation 249
7.2 Shear strength due to frictional resistance 251
7.2.1 Friction angle concept 251
7.2.2 Apparent cohesion concept 253
7.2.3 Internal friction angle of sand 254
7.3 Shear strength due to cohesion 256
7.3.1 Drained cohesion 256
7.3.2 Cementation cohesion 259
7.3.3 Capillary cohesion 260
7.4 Shear strength due to plant roots 261
7.4.1 Role of root reinforcement in hillslope stability 261
7.4.2 Shear strength of rooted soils 262
7.4.3 Tensile strength of roots 266
7.4.4 Spatial and temporal variation of root strength 267
7.5 Shear strength under various drainage conditions 271
7.5.1 Shear strength of saturated soils 271
7.5.2 Consolidated-drained conditions 273
7.5.3 Consolidated-undrained conditions 275
7.5.4 Unconsolidated-undrained conditions 276
7.6 Unified treatment of shear strength of hillslope materials 278
7.7 Problems 279
xi Contents
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8 Hydro-mechanical properties 282
8.1 Overall review 282
8.1.1 Methods for measurement of suction 282
8.1.2 Methods for measurement of hydraulic conductivity 284
8.2 Transient release and imbibition method (TRIM) 287
8.2.1 Working principle of TRI M 287
8.2.2 TRIM device 287
8.2.3 Parameter identifications by TRIM 290
8.3 TRIM testing procedure 295
8.4 Validation of the TRIM method 299
8.4.1 Uniqueness of results obtained by inverse modeling 299
8.4.2 Repeatability of TRIM tests 301
8.4.3 Independent experimental confirmation 301
8.5 Application of the TRIM to different soils 304
8.5.1 TRIM test on sandy soil 304
8.5.2 TRIM test on undisturbed silty clay soil 304
8.5.3 TRIM test on remolded silty clay soil 305
8.6 Quantification of SSCC using TRIM 305
8.7 Summary 307
8.8 Problems 308
Part V Hillslope stability 311
9 Failure surface based stability analysis 313
9.1 Classical methods of slope stability analysis 313
9.1.1 Factor of safety for slope stability 313
9.1.2 Infinite-slope stability model 315
9.1.3 Culmann s finite-slope stability model 317
9.2 Method of slices for calculating factors of safety 321
9.2.1 Ordinary method of slices 321
9.2.2 Bishop s simplified method of slices 323
9.3 Landslides under steady infiltration 325
9.3.1 Extension of classical methods to unsaturated conditions 325
9.3.2 Impact of infiltration rate on slope stability 331
9.3.3 Impact of moisture variation on slope stability 336
9.4 Shallow landslides induced by transient infiltration 341
9.4.1 Stability of a coarse sand hillslope 344
9.4.2 Stability of a medium sand hillslope 346
9.4.3 Stability of a fine sand hillslope 347
9.4.4 Stability of a silt hillslope 349
9.4.5 Summary of model results 351
9.5 Case study: Rainfall-induced shallow landslide 351
9.5.1 Site geology, geomorphology, and monitoring program 351
Contents
9.5.2 Numerical modeling of transient flow 352
9.5.3 Comparison of model results with observations 353
9.6 Case study: Snowmelt-induced deeply seated landslide 356
9.6.1 Site geology, morphology, and hydrology 356
9.6.2 Slope stability analysis with and without suction stress 358
9.6.3 Slope stability analysis with water table rise 358
9.7 Problems 362
10 Stress field based stability analysis 364
10.1 Hydro-mechanical framework 364
10.1.1 Failure modes in hillslopes 364
10.1.2 Unified effective stress principle 367
10.1.3 Hydro-mechanical framework 368
10.2 Scalar field of factor of safety 369
10.2.1 Rationale for scalar field of factor of safety 369
10.2.2 Definition of scalar field (or local) of factor of safety 371
10.2.3 Comparisons with the classical factor of safety methodologies 373
10.3 Transient hillslope stability analysis 381
10.4 Case study: Rainfall-induced landslide 387
10.4.1 Two-dimensional numerical model 388
10.4.2 Simulated hydrologie response to rainfall 389
10.4.3 Simulated Changes in stress and stability 392
10.5 Case study: Snowmelt-induced deeply seated landslide 395
10.5.1 Site hydrology and displacement monitoring 395
10.5.2 Simulated transient suction and suction stress fields 399
10.5.3 Simulated transient slope stability conditions 402
10.6 Problems 404
References 406
Index 430
The color plates can be found between pages 216 and 217
|
| any_adam_object | 1 |
| author | Lu, Ning Godt, Jonathan W. |
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| dewey-full | 551.43/6 |
| dewey-hundreds | 500 - Natural sciences and mathematics |
| dewey-ones | 551 - Geology, hydrology, meteorology |
| dewey-raw | 551.43/6 |
| dewey-search | 551.43/6 |
| dewey-sort | 3551.43 16 |
| dewey-tens | 550 - Earth sciences |
| discipline | Geologie / Paläontologie Geographie |
| edition | 1. publ. |
| format | Book |
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| id | DE-604.BV040766259 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T00:33:28Z |
| institution | BVB |
| isbn | 9781107021068 |
| language | English |
| lccn | 2012024783 |
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| physical | XXIV, 437 S. Ill., graph. Darst., Kt. |
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| publisher | Cambridge Univ. Press |
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| spelling | Lu, Ning Verfasser aut Hillslope hydrology and stability Ning Lu, Jonathan W. Godt 1. publ. New York [u.a.] Cambridge Univ. Press 2013 XXIV, 437 S. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Mountain hydrology Slopes (Physical geography) Soil erosion Soil mechanics Landslides Groundwater flow Hang (DE-588)4023336-4 gnd rswk-swf Hydrologie (DE-588)4026309-5 gnd rswk-swf Erdrutsch (DE-588)4152709-4 gnd rswk-swf Hang (DE-588)4023336-4 s Erdrutsch (DE-588)4152709-4 s Hydrologie (DE-588)4026309-5 s DE-604 Godt, Jonathan W. Verfasser aut Digitalisierung UB Augsburg application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025744743&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Klappentext HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025744743&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Lu, Ning Godt, Jonathan W. Hillslope hydrology and stability Mountain hydrology Slopes (Physical geography) Soil erosion Soil mechanics Landslides Groundwater flow Hang (DE-588)4023336-4 gnd Hydrologie (DE-588)4026309-5 gnd Erdrutsch (DE-588)4152709-4 gnd |
| subject_GND | (DE-588)4023336-4 (DE-588)4026309-5 (DE-588)4152709-4 |
| title | Hillslope hydrology and stability |
| title_auth | Hillslope hydrology and stability |
| title_exact_search | Hillslope hydrology and stability |
| title_full | Hillslope hydrology and stability Ning Lu, Jonathan W. Godt |
| title_fullStr | Hillslope hydrology and stability Ning Lu, Jonathan W. Godt |
| title_full_unstemmed | Hillslope hydrology and stability Ning Lu, Jonathan W. Godt |
| title_short | Hillslope hydrology and stability |
| title_sort | hillslope hydrology and stability |
| topic | Mountain hydrology Slopes (Physical geography) Soil erosion Soil mechanics Landslides Groundwater flow Hang (DE-588)4023336-4 gnd Hydrologie (DE-588)4026309-5 gnd Erdrutsch (DE-588)4152709-4 gnd |
| topic_facet | Mountain hydrology Slopes (Physical geography) Soil erosion Soil mechanics Landslides Groundwater flow Hang Hydrologie Erdrutsch |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025744743&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025744743&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT luning hillslopehydrologyandstability AT godtjonathanw hillslopehydrologyandstability |