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E-raamat: Modeling Gravity Hazards from Rockfalls to Landslides

(Associate Professor, Laboratory 3SR, University of Grenoble, Alpes, France), (Professor, Laboratory 3SR, University of Grenoble, Alpes, France)
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 11-Oct-2016
  • Kirjastus: ISTE Press Ltd - Elsevier Inc
  • Keel: eng
  • ISBN-13: 9780081011973
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  • Formaat: EPUB+DRM
  • Ilmumisaeg: 11-Oct-2016
  • Kirjastus: ISTE Press Ltd - Elsevier Inc
  • Keel: eng
  • ISBN-13: 9780081011973

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Gravity hazards are a major concern to those living in mountainous areas. To protect infrastructure and human life in these areas, engineers require numerical tools for trajectory analysis, for application from fragmental rockfalls to large-scale avalanches or landslides.This book explores state-of-the-art methods to model the propagation (flows and stops) of masses, using the discrete element method (DEM) to study the evolution of kinetics during an event. Taking into account the shape of the blocks and the topology of the terrain provides an explicit and sophisticated consideration of geometries, eliminating the need for stochastic inputs to rockfall simulations. This method is validated experimentally, before the authors apply it to real case studies. The book ends with an introduction to and comparison with the material point method (MPM), a new and promising approach able to bridge the gap between cases dominated by discreteness and those involving a very large number of elements.Engineering consulting firms, researchers and students should find the approaches outlined in this book useful, whether designing prevention and protection systems for gravity hazards, or exploring new ways to model gravity hazards.

Muu info

Emphasizing the discrete element method (DEM) and featuring descriptions of various applied numerical approaches, this pragmatic book provides state-of-the-art methods for modeling rock-flow hazards
Foreword ix
Introduction xiii
Chapter 1 Computational Methods
1(36)
1.1 Trajectory analysis
1(2)
1.2 Discrete element method
3(18)
1.2.1 Block shapes
3(2)
1.2.2 Mass properties
5(2)
1.2.3 Block motions
7(3)
1.2.4 Pre-existing discontinuities
10(2)
1.2.5 Digital terrain model
12(1)
1.2.6 Contact force laws
13(6)
1.2.7 Neighborhood of each block
19(2)
1.3 Material point method
21(16)
1.3.1 Conservation equations
23(1)
1.3.2 Discretization and continuity relations
24(3)
1.3.3 Explicit time integration
27(3)
1.3.4 Stability
30(3)
1.3.5 Constitutive model
33(4)
Chapter 2 DEM Applied to Laboratory Experiments
37(26)
2.1 Description of the experiments
38(3)
2.1.1 2D releases within a channel
38(1)
2.1.2 3D releases on a two-side slope
39(2)
2.2 Definition and assessment of the contact parameters
41(5)
2.2.1 2D releases
41(1)
2.2.2 3D releases
42(4)
2.3 Simulation versus experiment results
46(9)
2.3.1 2D releases
46(5)
2.3.2 3D releases
51(4)
2.4 Further clues handled by numerical results
55(6)
2.4.1 Dissipation modes
56(4)
2.4.2 Kinematics
60(1)
2.5 Concluding remarks
61(2)
Chapter 3 Parameters that May Affect the Flow
63(40)
3.1 Constituting blocks
63(14)
3.1.1 Amount
63(9)
3.1.2 Shapes
72(5)
3.2 Contact parameters
77(6)
3.3 Propagation area
83(17)
3.3.1 Abrupt change in slope
83(6)
3.3.2 Relative roughness
89(11)
3.4 Concluding remarks
100(3)
Chapter 4 Application to Actual Rockfalls
103(32)
4.1 Retro analysis of a natural rockfall implying a few blocks
103(13)
4.1.1 Purpose of the modeling
103(1)
4.1.2 Description of the event
104(3)
4.1.3 Numerical model and parameters
107(2)
4.1.4 Selected results
109(7)
4.2 Numerical modeling of an artificially triggered rockfall
116(10)
4.2.1 Purpose of the modeling
116(1)
4.2.2 Description of the site
117(4)
4.2.3 Numerical model and parameters
121(1)
4.2.4 Selected results
122(4)
4.3 Forecast of a rockfall propagation toward a protective structure
126(9)
4.3.1 Purpose of the modeling
126(1)
4.3.2 Description of the natural site
126(3)
4.3.3 Numerical model and parameters
129(1)
4.3.4 Selected results
129(6)
Chapter 5 From Discrete to Continuum Modeling
135(16)
5.1 Geometries and parameters used
135(3)
5.2 Analysis
138(10)
5.2.1 Relatively low friction at the base
139(4)
5.2.2 A higher friction at the base
143(3)
5.2.3 Sensitivity to the internal friction
146(2)
5.3 Concluding remarks
148(3)
Conclusion 151(2)
Bibliography 153(6)
Index 159
Vincent Richefeu is a researcher at University Grenoble Alpes in France, in the 3SR group. He has been working within the framework of a European project related to Medium and Small Size rockfall hazard Assessment (MASSA) since 2009. His current research interests focus on the modeling of granular media by introducing more physics at low scales. Pascal Villard is a researcher at University Grenoble Alpes in France, in the 3SR group. He has been working within the framework of a European project related to Medium and Small Size rockfall hazard Assessment (MASSA) since 2009. His current research interests focus on large-scale structures made of geo-materials.